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Geo-Congress 2014 technical papers : geo-characterization and modeling for sustainability : proceedings of the 2014 Congress, February 23-26, 2014, Atlanta, Georgia

Author: Murad Y Abu-Farsakh; Xiong Yu; Laureano R Hoyos; American Society of Civil Engineers. Geo-Institute,; American Society of Civil Engineers,
Publisher: Reston, Virginia : American Society of Civil Engineers, [2014] ©2014
Series: GSP (Series), no. 234.
Edition/Format:   eBook : Document : Conference publication : EnglishView all editions and formats
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Genre/Form: Electronic books
Conference papers and proceedings
Congresses
Material Type: Conference publication, Document, Internet resource
Document Type: Internet Resource, Computer File
All Authors / Contributors: Murad Y Abu-Farsakh; Xiong Yu; Laureano R Hoyos; American Society of Civil Engineers. Geo-Institute,; American Society of Civil Engineers,
OCLC Number: 876739820
Description: 1 online resource (4302 pages) : color illustrations
Contents: Characteristics and Intercorrelations of Index Properties for Cohesionless Gravelly Soils --
Comparison of BPT-SPT Correlations at Gravelly Alluvial Dam Site --
Evaluation of Relative Density from In Situ Test Correlations for Cohesionless Gravelly Soils --
Instrumented Becker Penetration Test for Improved Characterization of Gravelly Deposits --
Large-Scale Direct Shear Testing of Common Open-Graded Aggregates --
Liquefaction Resistance of Coarse-Grained Alluvium at Calero Dam --
Soil Particle Size Characterization by Stereophotography --
Shear Strength of Sand-Gravel Mixtures : Laboratory and Theoretical Analysis --
Investigation into the Influence of Grain Shape and Size on Shear Strength of Cohesionless Soils --
Comparison of Factors Influencing Time-Dependent Strength Gain in Recently Disturbed Sand Deposits --
Effect of Initial Partial Saturation on Collapse Behavior of Glacial Sand with Fines --
Laboratory Measurement of Small-Strain Shear Modulus of Volcanic Soil --
Rediscovering Burmister's Contributions to the Characterization and Mechanical Behavior of Granular Soils Containing Silts --
Size Effects on the Void Ratio of Loosely Packed Binary Particle Mixtures. Undrained Behavior of Silty Glacial Sand --
Undrained Monotonic Behaviors of Silty Sand in Triaxial Extension Shearing --
Using a Rowe Cell to Establish Horizontal Drainage Properties of Soft Soils --
Variable Penetration Rate Cone Testing in Sands with Fines --
Automatic Data Acquisition Systems (ADAS) for Dam and Levee Monitoring --
Deformation Response of Soft Foundation Soils under Tall Embankments A Numerical Analysis --
Design and Implementation of Geophysical Monitoring and Remote Sensing during a Full-Scale Embankment Internal Erosion Test --
Influence of Lateral Stress Release on the Stability of Stiff Clay Slopes --
Large Fill Shrinkage and Instrumentation along a Levee Enlargement --
Long-Term Behavior of a Rockfill Dam : La Esmeralda Dam, Colombia --
Multiscale Monitoring for Health Assessment of Levees in New Orleans --
Stability Monitoring of Articulated Concrete Block Strengthened Levee in Combined Wave and Surge Overtopping Conditions --
Calibration of Resistance Factors of Soil Nails for the LBJ Express Project --
Stabilization of Roadway Landslide Using Anchored Drilled Shaft Piles Performance Evaluation over the Last 15 Years --
Study of the Influence of Fly Ash Addition on Water Retention Characteristics of Soils --
Evaluating the Utility of Tensiometers for Establishing Water Retention Characteristics Curves of Fly Ash --
Experimental Study of Bottom Coal Ash-Geogrid Interaction. Geotechnical Properties and Diagenesis of Ponded Fly Ash --
Hydraulic Conductivity of Geosynthetic Clay Liners to Synthetic Coal Combustion Product Leachates --
Liquefaction Behavior of Coal Ash under Cyclic Loading --
Monotonic Behavior of Pond Ash under Critical State Soil Mechanics Framework --
Practical Leachability and Sorption Considerations for Ash Management --
Preliminary Results from a Study of the Dynamic Geotechnical Properties of Coal Combustion Products (CCP) --
Deterministic Seismic Hazard Analysis for Greater Mumbai, India --
Geocharacterization for Design and Construction of Gulf Intracoastal Waterway West Closure Complex in New Orleans, Louisiana --
Geocharacterization for State Highway 161, President George Bush Western Extension, Dallas, Texas --
Site Characterization of Atlantic Coastal Plain Deposits in Savannah, Georgia --
Case Study on Tunnel Lining Assessment Using Stress Wave-Based Nondestructive Testing Methods --
APM Tunnel Extension for the Maynard H. Jackson Terminal at Hartsfield-Jackson Atlanta International Airport --
Characterization of Simulated Soilcrete Column Curing Using Acoustic Tomography --
Dynamic Centrifuge Testing of a Temporary Braced Excavation in Dry Sand. Effect of Water Content on the Abrasivity of Granular Soils in Soft Ground Tunneling Applications --
Mineralogical, Mechanical, and Electrical Properties of Clays and Their Relation to Clogging during Mechanical Tunnel Driving --
Optimization of Site Exploration Effort to Improve the Accuracy of Tunneling-Induced Ground Settlement Prediction in Soft Clays --
Characterization of Oil- Bearing Sandstones for Sustainable Oil Production in Electrically Enhanced Oil Recovery --
Characterization of Weakly Cemented Sands from Geophysical Logs --
Diffusive and Convective Transport of Disposed CO2 in Porous Media : A Numerical Approach --
Thermo-Hydro-Mechanical-Chemical Simulation of Methane Hydrate Dissociation in Porous Media --
Assessing the Shear Behavior of Oriented Rock Joints under Constant Normal Loading Conditions --
Experimental Characterization of the Anisotropic Behaviors of Shale Rock --
Instrumented Static Load Test on Micropile Socketed into Limestone --
Morphology-Based Characterization of 3D Anisotropy in Porous Rock : Pore Orientation --
Site Characterization and Geotechnical Roadway Design over Karst : Interstate 69, Greene and Monroe Counties, Indiana --
Two-Phase Fluid Flow in Anisotropic Porous Rock : Implications for CO2 Sequestration. 3D Discrete Element Method Simulations of a Laminar-Type Simple Shear Apparatus --
Discrete Element Approach for Coupled Chemo-Mechanical Mechanisms in Geomaterials --
Aging of Sands as a Micromechanical Process --
Axisymmetric Shearing of Sand-Steel Interfaces under Axial and Torsional Loading --
Characterization of Energy Dissipation during Seismic Loading of Soil-Foundation-Structure Systems --
Characterization of Soil-Geosynthetic Interaction Based on Surface Roughness Studies --
Effect of Fabric on Low-Strain Stiffness Properties of Granular Soils --
Effect of Particle Morphology on the Monotonic Response of Gravel-Sized Soils through Large-Scale Simple Shear Testing --
Microstructure of Sand-Laponite-Water Systems Using Cryo-SEM --
Modified Triaxial Apparatus for Nonuniform Loading Beyond Frictional Ends --
Nondestructive Visualization and Quantification of 3-D Microstructure of Granular Materials and Direct Numerical Simulations --
Soil Fabric Characterization by Wavelet Transformation of Images --
Static Fatigue at Grain Contacts : A Key Cause of Time Effects in Sand --
Visualization of the Fragmentation of a Weak Granular Material under Uniaxial Confined Compression --
Visualizing Force-Chain Buckling in Stress and Displacement Fields of Granular Assembly Using Photoelastic Measurement. Analyst A : Alternatives in Analysis of the UTexas1 Surface Wave Dataset --
Analyst B : Analysis of the UTexas1 Passive Linear Surface Wave Dataset --
Analyst C : Geopsy Processing of MASW and Ambient Vibration Arrays for Vs Assessment of the UTexas1 Surface Wave Dataset --
Analyst E : Shear Wave Velocity Profile Determined from the UTexas1 Surface Wave Dataset --
Analyst F : Site Characterization from Active and Passive Surface Wave Measurements Associated with the UTexas1 Surface Wave Dataset --
Analyst H : Analysis of the Active and Passive UTexas1 Surface Wave Dataset Collected to Quantify Inter-Analyst Uncertainty --
Analyst I : Comprehensive Analysis of the UTexas1 Surface Wave Dataset --
Analyst J : Analysis of the UTexas 1 Surface Wave Dataset Using the SASW Methodology --
Seismic Ground Response Analysis of KK-NPP Site in the Event of NCO Earthquake Using DEEPSOIL --
Synthesis of the UTexas1 Surface Wave Dataset Blind-Analysis Study : Inter-Analyst Dispersion and Shear Wave Velocity Uncertainty --
Reliability-Based Evaluation of the Effects of Geometry on Levee Underseepage Potential --
Derivation of a Statistical Framework for Strength Prediction in Deep Cement Mixing --
Geocharacteristics of Tabuk Expansive Shale and Its Links to Structural Damage --
LRFD Calibration of Bridge Foundations Subjected to Scour --
LRFD for Large-Diameter Bored Piles in Egypt. Reliability Evaluation of Compacted Lateritic Soil Treated with Bagasse Ash as Material for Waste Landfill Barrier --
Sensitivity Analysis of the Hydraulic Conductivity of Compacted Lateritic Soil and Bentonite Composite --
Aerial Characterization of Karst for Wind Development --
Analysis of the Output from a Radar-Based Levee-Monitoring System Using In Situ Soil Data --
Proof-of-Concept Shear Wave Velocity Measurements Using an Unmanned Autonomous Aerial Vehicle --
Remote Sensing Methods for Monitoring Ground Surface Deformation of Compacted Clay Test Sections --
Thermal Remote Sensing for Mine Tailings Strength Characterization --
Variability of Weathered Limestone Properties in Light of Drilled Shaft Design in Florida --
Analytical Solutions for Filtration Process Based on the Constriction Size Concept --
Assessment of Streambank Stability A Case Study --
Development of an Experimental Imaging System for the Micro-Scale Study of Seepage-Induced Granular Particle Mobilization --
Sustainable Erosion Remediation and Restoration Measures in South Louisiana Navigation Channels --
Modeling Soil Crust Formation by Discrete Element Method --
Modeling Study of Erosion of HPTRM-Strengthened Levee in Turbulent Overtopping Flow Conditions --
Multiscale Modeling of Soil-Fluid-Structure Interaction --
Sediment Transport Model Considering Turbulent Flow --
Analysis of the Response of a Centrifuge Model of a Level Site Subjected to Biaxial Base Excitation --
Behavior of a Foundation on a Sloped Fill Reinforced with Vertical Bars under Repeated Loading --
Comparative Study of Seismic Ground Responses Using DEEPSOIL, SHAKE, and D-MOD for Soils of Goa, India --
Comparison between Shear Strength of Dry Sand Measured in CSS Device Using Wire-Reinforced Membranes and Stacked Rings --
Proposed Modification to CPT-Based Liquefaction Method for Post-Vibratory Ground Improvement --
Full-Scale Seismic Test of MSE Retaining Wall at UCSD. In Situ Seismic Crosshole Testing of Six Natural Sand Deposits in the South Carolina Coastal Plain --
Investigation of Seismic Site Amplification for Non-NEHRP Site Conditions : Site Response Study of Columbia, SC --
Modeling Dynamic Site Response Using the Overlay Concept --
Nonlinear Response of Full-Scale Pile under Machine-Induced Coupled Vibrations --
Reduction in Seismic Ground Shaking with the Use of Soil-Cement Panels --
Seismic Analysis of Soil Slopes Using FLAC2D and Modified Newmark Approach --
Seismic Behavior of Offshore Wind Turbine with Suction Caisson Foundation --
Seismic Soil-Structure Interaction and Lateral Earth Pressures on Buried Reservoir Structures --
Sensor for Detection of Earthquake-Induced Void Redistribution in Multilayered Soil System --
Shake Table Test to Investigate Seismic Response of a Slurry Wall --
Shaking Table Studies on the Conditions of Sand Liquefaction --
Simulating Centrifuge Model Tests of Laterally Loaded Pile Groups in CDSM-Improved Soft Clay Using a Nonlinear Winkler Model --
Simulation of Monotonic and Cyclic Soil Behavior Using a Kinematic Hardening Plasticity Model --
Factor of Safety in Slopes under Earthquake Loading --
Sensitivity of Empirical Liquefaction Assessment to Seismic Loading in Areas of Low Seismicity and Its Implications for Sustainability --
Anisotropic Undrained Shear Strength Parameters for Nonlinear Deformation Analyses of Embankment Dams --
Assessment of Suitable Loading Rate for Suction-Controlled Triaxial Testing on Compacted Silty Sand via Axis-Translation Technique. Effect of Direction of Principal Stress on Cyclic Behavior of Dense Sands --
Effect of Moisture Conditions on Results of Pressuremeter Testing in Unsaturated Soil --
Generalized CPT Method for Evaluating Yield Stress in Soils --
Hysteretic Shear Strength and Shear-Induced Volume Change of Natural Expansive Soils Weathered from Shale --
Influence of Activity and Mineralogy in Compaction and Shear Strength Characteristics of Clays --
Matric Suction in Recycled Unbound Granular Materials --
Estimation of Nonlinear Model Parameters for Resilient Modulus of Base Materials Using Index Properties --
Performance Evaluation of Cement Treated/Stabilized Very Weak Subgrade Soils --
Resilient Behaviors of Compacted and Unsaturated Subgrade Materials --
Resistivity and Hydraulic Conductivity of Fouled Railroad Ballast --
Use of Hemp Fibers in Sustainable Compacted Clay Systems --
Variability of Moisture Content Measurement Devices on Subgrade Soils --
Aspects Related to the Small Strain Shear Modulus Behavior of Compacted Soils Subjected to Wetting and Drying --
Compression Behavior of Unsaturated Clay under High Stresses --
Impact of Strain Rate on the Shear Strength and Pore Water Pressure Generation of Saturated and Unsaturated Compacted Clay --
Predicting the Variation of Resilient Modulus with Respect to Suction Using the Soil-Water Characteristic Curve as a Tool --
Comparison of Culvert Load Ratings Calculated by Three Methods --
Effects of Heterogeneous and Anisotropic Properties of Municipal Solid Waste on Leachate Distribution and Slope Stability of Bioreactor Landfills --
Foundation Soil Response to Wind Turbine Generator Loading --
Influence of Void Ratio on Static Soil-Structure Frictional Resistance of Dry and Saturated Sand --
Plane Strain Versus Axisymmetric Modeling of the Natomas Levees A Case Study. Properties and Variation of Electrical Resistivity Due to Temperature Change --
Selection of Geotechnical Parameters Using the Statistics of Small Samples --
Effect of the Waterside Boundary Condition on the Seepage and Slope Stability Analyses of the Natomas Levees A Case Study --
Innovative Approach to Soil Characterization Using X-Ray Computed Tomography (CT) --
Elastic Wave Behaviors of Beta-Glucan Biopolymer-Treated Residual Soil --
Electromagnetically Induced Transport in Water for Geoenvironmental Applications --
Experimental Study of the Mitigation of Soil Internal Erosion by Microbially Induced Calcite Precipitation --
Iron- and Calcium-Based Biogrouts for Soil Improvement --
Laboratory Study of the Effect of Electromagnetic Waves on Airflow during Air Sparging --
Leachability of 17-Year-Old Stabilized/Solidified Contaminated Site Soils --
Measurement of Bonding Strength between Glass Beads Treated by Microbial-Induced Calcite Precipitation (MICP) --
Microbial-Induced Calcite Precipitation (MICP) Using Surfactants --
Numerical Investigation of Microbial-Induced Cemented Sand Mechanical Behavior --
Preliminary Study of Geophysical Monitoring of Bioclogging Caused by Bacterial Biopolymer Accumulation in Sands --
Reduction of Wind Erosion Potential Using Microbial Calcite and Soil Fibers --
Stimulating In Situ Soil Bacteria for Bio-Cementation of Sands --
Strengthening Coastal Sand Dunes Using Microbial-Induced Calcite Precipitation --
Study of Mechanisms Governing Electromagnetic Alteration of Hydraulic Conductivity of Soils --
Synergistic Effects of Organic and Metal Contaminants on Phytoremediation --
Ureolysis and MICP with Model and Native Bacteria : Implications for Treatment Strategies --
CAPWAP Analysis of Deep H-Piles through Waste and Soft Clay --
Comparative Study of Thermal Integrity Profiling with Other Nondestructive Integrity Test Methods for Drilled Shafts --
Effects of Pile Size on Set-Up Behavior of Cohesive Soils --
Full-Scale Test and Numerical Simulation of a Truck Impacting a Group of Side-by-Side Piles --
Investigation of Lateral Resistance Factor ([lowercase Eta]) of Sand Using Pressuremeter : Numerical Approach. Recent Advances in Calculation of Shaft Resistance of Drilled-Displacement Piles --
Temperature Prediction Modeling and Thermal Integrity Profiling of Drilled Shafts --
Thermal Integrity Profiling and Crosshole Sonic Logging of Drilled Shafts with Artificial Defects --
Self-Learning Framework for Estimating Load Transfer Curves from Uninstrumented Pile Loading Tests --
Antioxidant Depletion in HDPE Geomembranes Exposed to Low-Level Radioactive Waste Leachate --
Barrier Performance of Bentonite-Polyacrylate Nanocomposite to Artificial Ocean Water --
Case Study : Construction and In Situ Hydraulic Conductivity Evaluation of a Deep Soil-Cement-Bentonite Cutoff Wall --
Effects of Biochar-Amendment to Landfill Cover Soil on Microbial Methane Oxidation : Initial Results --
Field-Scale Unsaturated Hydraulic Properties of Compacted and Uncompacted Earthen Covers --
Hydraulic Conductivity of Sand-Bentonite Backfills Containing HYPER Clay --
Influence of Compaction Degree on Membrane Behavior of Compacted Clay Amended with Bentonite --
Long-Term Performance of a Capillary-Barrier Cover with Unsaturated Drainage Layer in a Humid Climate --
Membrane Behavior of Unsaturated Bentonite Barriers --
Methodology to Evaluate the Geotechnical Stability of a Subaqueous Cap Placed on Soft Sediments --
Organic Contaminant Sorption and Diffusion in Engineered Clays with Organoclay Additives Understanding Barrier Performance at the Molecular Level --
Radionuclide Behavior in Low-Level Radioactive Waste (LLW) Disposal Barrier Materials : Impacts of Sorption --
Swell Behavior of Organo Clay and Organo Clay-Bentonite Mixtures --
Use of GCL to Mitigate Shear-Induced Damage to Geomembrane from Gravel in Underlying Compacted Clay --
Volatile Organic Compound (VOC) Transport through a Composite Liner with Co-Extruded Geomembrane Containing Ethylene Vinyl-Alcohol (EVOH). 3-D Modeling of the Modified, Disconnected Spread Footing System at Segment 4 of the Golden Ears Bridge --
Generalized Direct CPT Method for Evaluating Footing Deformation Response and Capacity on Sands, Silts, and Clays --
Recommendations for the Design of Spread Footings on Soils to Support Highway Bridges --
Road Map for Implementation of Intelligent Compaction Technology --
Applying MEMS Accelerometers to Measure Ground Vibration and Characterize Landslide Initiation Features in Laboratory Flume Test --
Characterization of Shear Wave Velocity and Its Anisotropy in Uniform Granular Materials --
Detection of Layered Diesel-Contaminated Sands --
Evaluation and Applicability of Flame Ionization Detector for Fugitive Emission --
Geophysical Investigation of Solid Waste Dumpsite at Ballouneh in Lebanon --
Recurring Shear Wave Velocity Measurements at the Smiths Creek Bioreactor Landfill --
Unification of Soil Classification in the 21st Century --
Characterization of Aged Coastal Plain Soils at Hollywood, SC, Using Petrography and Microscopy --
Characterization of Coastal Dredged Sediments Used in Land Restoration Projects --
Identification of Liquefiable Coastal Plain Soils Using DMT, SPT, and CPT Profiles --
In Situ Localization and Quantification of Sediment Deposits after Dredging and Disposal Interventions in Sydney Harbour, Canada, Using a Dynamic Penetrometer --
Relationships for Characterizing Fine-Grained Coastal Deposits in the Southeastern United States : A Look at the Compression Index (Cc) and Primary Consolidation Settlement --
Cortland-Homer Former MGP Remediation A Case History --
Curing Temperature Effects on Soils Stabilized with Portland Cement Having Different Sulfate Contents --
Effects of Brackish, Salt, and Fresh Water on Very High Moisture Content Cement-Stabilized Fine-Grained Soil --
Effects of Soil Processing on Cementitiously Stabilized Soil Slurries. Fate of Green Tea Iron Nanoparticles in Calcareous Soils --
Mitigation of Mine Tailings Dust with Green Biopolymer --
Nano-Zero-Valent Iron : An Emerging Technology for Contaminated Site Remediation --
Soils Amended with Admixtures as Stabilizing Agent to Retain Heavy Metals --
Stabilization of Heavy Metals in MSWI Bottom Ash by Enhanced Carbonation --
Surface Complexation Modeling for the Stabilization of an Industrial Sludge by Alternate Materials --
Sustainability Assessment of Excavation and Disposal versus In Situ Stabilization of Heavy Metal-Contaminated Soil at a Superfund Site in Illinois --
Sustainable Stabilization of Recycled Asphalt Pavement (RAP) Bases --
Potential Use of Rice Husk Ash in the Stabilization and Solidification of Lateritic Soil Contaminated with Tannery Effluent --
Geologic Considerations for Setting a Geotechnical Baseline Report : Intact Rock Strength Parameters --
Integrating Geotechnical Baseline Reports and Risk Allocation Frameworks in Geotechnical Engineering Education --
Lessons Learned in the Development and Application of Geotechnical Baseline Reports --
Purpose and Preparation of Geotechnical Baseline Reports in Design-Build and Public-Private Partnership Subsurface Projects --
Risk Management through Geotechnical Baselines : A Designer's Perspective --
To GBR or Not to GBR : Is that the Question? --
Comparison of Density-Based and Modulus-Based In Situ Tests for Earthwork Quality Control --
Application of Innovative Tools in Optimizing Risk and Cost of Subgrade QA/QC --
Capabilities and Potential Applications of Continuous Pavement Deflection Measuring Devices. Detection of Embedded Anomalies Using 2-D Full Seismic Waveform Tomography --
Determination of the Depth and Discontinuity of Hard Limestone Stratum Using Resistivity Imaging (RI) --
Effects of Bentonite Content on Electrical Resistivity of Soils --
Improvements to the AASHTO Subgrade Resilient Modulus (MR) Equation --
Interpretation of Dual Roller-Integrated Compaction Measurements on Layered Granular Fill --
Performance of NDT Technologies in Detection and Characterization of Reinforced Concrete Deck Deterioration --
Performance of Nonnuclear Devices for In Situ Moisture and Density Determination --
Statistical Soil Type Estimation Using Cross-Plots of S-Wave Velocity and Resistivity in Japanese Levees --
Use of P-Wave Reflection Imaging and Other Nondestructive Testing Techniques to Evaluate Unknown Bridge Foundations --
Dual-Shaft Deep-Cement Mixing Apparatus for Centrifuge Modeling --
Admiralty Way Ground Improvement Case Study --
Effect on Bearing-Capacity Ratio of Strip Footing for Various Granular Fill Thicknesses and Numbers of Geogrid Layers in Granular Fill Overlay on Soft Soil --
Evaluating Wind Uplift for Exposed Geomembranes Using Computer Modeling --
Fiber-Reinforcement Optimization Using a Soil Approach --
Ground Improvement for Oil Storage Tanks in Panama --
Laboratory Pullout Equipment for Testing Soil-Geosynthetic Interface for Reinforced Flexible Pavement Design --
Pullout Behavior of Welded Grid Reinforcements Embedded in Coarse Granular Backfill. Quantifying the Benefit of Triaxial Geogrid in Stabilizing Granular Bases over Soft Subgrade under Cyclic Loading at Different Intensities --
Solutions for Model-Scale, Tied-Back Anchors and Sheet Pile Walls --
Integrated Analysis Framework for Predicting Surface Runoff, Infiltration, and Slope Stability --
Localization of Levee Weakening Using Surface Displacements --
Sequential Excavation for Replacement of a Concrete Culvert underneath a Sanitary Pipeline Using the Observational Method --
Underground Wireless Sensor Networks Using 2nd Generation RF Transceivers --
Using Compaction Equipment Instrumented with Global Positioning System (GPS) Technology to Monitor Field Lift Thickness --
Application of the Observation Method for Scour to Two Texas Bridges --
Flow and Scour Patterns around Bridge Piers with Different Configurations : Insights from CFD Simulations --
Vermont Bridge Scour Rating Analysis : Looking Toward Utilizing Geomorphic Stream Data --
Coupled Thermo-Poro-Mechanical Finite Element Analysis of an Energy Foundation Centrifuge Experiment in Partially Saturated Silt --
Evaluation of Head Restraint Effects on Energy Foundations --
Geological CO2 Storage : Reactive Fluid Transport : Pore-Scale Study --
Ground-Source Bridge Deck Deicing Systems Using Energy Foundations --
Impact of Horizontal Run-Out Length on the Thermal Response of Full-Scale Energy Foundations --
Model for Coupled Large-Strain Consolidation and Solute Transport under Constant Rate of Strain --
Multiphysical Modeling and Numerical Simulation of Frost Heave and Thaw Settlement --
Nonisothermal Shear Strength of Compacted Silt at Residual Saturation. Numerical Modeling of Ground Temperature Response in a Ground-Source Heat Pump System (GSHP) --
Numerical Simulation of a Shallow Geothermal Heating/Cooling System --
Relevance of Capillarity to Thermal and Electrical Conductivity in Unsaturated Granular Soils --
Theoretical Bases of Thermomechanical Damage and DMT-Healing Model for Rock --
Thermal Resistivity Dry-Out Curves for Three Sandy Soils --
Thermo-TDR Probe for Measurement of Soil Moisture, Density, and Thermal Properties --
3D Behavior of Sand Particles Using X-Ray Synchrotron Micro-Tomography --
3D Modeling of Sand Particle Fracture Using Discrete Element Method and Synchrotron Micro-Tomography Images --
Evolution of Pore Orientation in Granular Media under Biaxial Compression --
Multiscale Discontinuities Due to Differential Stress around a Pressurized Borehole --
Nanomechanical and Microstructural Characterization of a Hybrid Clay-Lime-Starch Composite --
Microstates and Macrostructures for Granular Assemblies --
Relationship between Branch Length Distribution and Free Energy of a Granular Assembly Subject to Crushing --
X-Ray Microcomputed Tomography for the Durability Characterization of Limestone Aggregate --
Numerical DEM Examination of a Torsional Shear Test --
DEM Approach for Engineering Aggregate Gradation and Shape Properties Influencing Mechanical Behavior of Unbound Aggregate Materials --
Elasto-Plastic Behavior of Jute-Geocell-Reinforced Sand Subgrade --
Evaluation of Compacted Aggregate Base Course Layers --
Factorial Numerical Analysis of Flexible Pavement Foundations with Emphasis on Groundwater Table Effect --
Finite Element Modeling of Heat Transfer in a Reinforced Concrete Pavement. I-BACK : Iowa's Intelligent Pavement Backcalculation Software --
Influence of Specimen Size in Engineering Practice --
Long-Term Time-Dependent Behavior of Surcharged Preloaded Embankment --
Modeling Permanent Deformation under Repetitive Loads --
Numerical Modeling of a Highway Embankment Using Geofoam Material as Partial Fill Replacement --
Optimization of Inverted Base Pavement Designs with Thin Asphalt Surfacing --
Rapid In Situ Measurement of Hydraulic Conductivity for Granular Pavement Foundations --
Real-Time Modeling of Moisture Distribution in Subgrade Soils --
Resilient Moduli of a Naturally Aged RAP and Aggregate Blend --
Evaluation of Geosynthetics in Unpaved Roads Built over Natural Soft Subgrade Using Full-Scale Accelerated Pavement Testing --
Beyond Code-Based Design : Use of Advanced Numerical Modeling to Support Design of Los Angeles's Headworks Reservoir --
Mechanistic-Empirical Performance Prediction of Geogrid-Modified Soft Soil Subgrade --
Numerical Modeling of Cellular Reinforced Fly Ash Walls Subjected to Strip Loading --
Prediction of Limit-Bearing Capacity of Footings on Geocell-Reinforced Soils --
Slope-Stability Charts for Stacked Geotextile Tubes --
Numerical Study of Slope Stabilization Using Recycled Plastic Pin --
Analysis and Design of Micropile-Supported Wall to Resist Lateral Deflection of Existing Railroad Bridge Abutment --
Comparison Between 3D Limit Equilibrium and Shear Strength Reduction Methodologies --
Design Optimization of Underground Subway Station Diaphragm Walls Using Numerical Modeling --
Effect of Nail Layout Variability on Soil Nailed Wall Analysis --
Finite Element Simulation of Deep Excavation in Soft Cohesive Soils Using an Enhanced Anisotropic Bounding Surface Model --
Maximum Tensile Loads in Reinforcements for MSE Walls : A Comprehensive Stability Check Revisited with Limit Analysis. Numerical Studies of I-Shaped Levee Flood Wall at St. Paul, Minnesota Site --
Robust Design of Braced Excavations Using Multiobjective Optimization-Focusing on Prevention of Damage to Adjacent Buildings --
Seismic Displacements of Yielding Gravity-Type Earth-Retaining Walls Results from a FEM study --
Static and Dynamic Soil Pressures over a Primary Crusher Station at a Copper Mine in Chile --
Progressive Failure Reactivation of La Conchita Landslide in 2005 --
Centrifuge Modeling of Deposition and Consolidation of Fine-Grained Mine Tailings --
Effects of a Grout Curtain on Hydraulic and Electrical Conductivity in a Laboratory-Scale Seepage Model --
Influence of Antecedent Rainfall on Stability of Slopes --
Lab-Scale Study of Ultrafine Cement Grout Curtains Using a Physical Model --
Accuracy, Uncertainty, and Reliability of the Bearing-Capacity Equation for Shallow Foundations on Saturated Clay --
Effect of Spatial Variability on the Reliability-Based Design of Drilled Shafts --
LRFD Resistance Factors for Driven Piles in Providence, Rhode Island --
Moment Methods for Assessing the Probability of Serviceability Failure in Braced Excavations --
Multirisk Landslide Scenarios in Geotechnical Sustainability : A Case Study --
Probabilistic Modeling of Reinforced Landfill Final Covers for Sustainable Drainage --
Reliability-Based Assessment of Sustainable Heat Exchange through Pile Foundations --
Resistance Factors for Laterally Loaded Piles in Clay --
Risk-Factor-Based Analysis of Cantilever Sheet Pile Walls --
Unique Aspect of Landfill Design : Visibility Study and Airspace Optimization --
Development of Soil Profile Visualization Software Using Game Engines --
Evaluation and Characterization of Aggregates for Sustainable Use in Pavement Engineering. Network Level Data Collection for Asset Management of Bridge Approach Slabs --
Visualization of Active Mode of Failure behind Flexible Walls under Pure Rotation Using Digital Image Correlation --
Characterization and Modeling for Local and Regional Infiltration Facilities in Los Angeles County --
Sustainable Stormwater Management Using Underground Injection Control Wells : A Case Study --
Techniques for In Situ Evaluation of Stormwater Infiltration Rate --
Use of Expanded Shale Amendment to Enhance Drainage Properties of Clays --
3D Geospatial Visualization of Underground Space to Enhance Geo-Governance --
Effects of Freeze-Thaw on a Lightly Stabilized Material's Flexural Properties --
Numerical Modeling of Frozen Soils --
Theoretical Basis for Describing Thermally Induced Water Flux in Soils --
Applicability of Shredded Tire Chips as a Lightweight Retaining Wall Backfill in Seismic Regions --
Are the Mechanical Properties of Recycled-Content Expanded Polystyrene (EPS) Comparable to Nonrecycled EPS Geofoam? --
Assessing Environmental Impacts in Geotechnical Construction : Insights from the Fuel Cycle --
Calorimeter Test for Aluminum Production Waste Reactivity --
Case Study of Wind Plant Life Cycle Energy, Emissions, and Water Footprint --
Centrifuge Model Tests on Dynamic Behavior of Quay Wall Backfilled with Granulated Cement-Treated Soil --
Characterization and Utilization of Recycled Concrete Aggregate from Illinois as a Construction Material --
Characterization of Ecoroofs and Ecoroof Materials. CO2 Optimization of Spread Footings Using a Big Bang-Big Crunch Algorithm --
Development of Foundation Systems for Solar Array at Owens Lake, California --
Effect of Depth and Number of Layers of Reinforcement on Bearing-Capacity Ratio of Strip Footing Resting on Granulated Blast-Furnace Slag Reinforced with Geogrid --
Effect of Geogrids on Interface Shear Strength Properties of Recycled Crushed Brick --
Effect of Wet-Dry Cycling on the Mechanical Properties of Stabilized Subgrade Soils --
Effects of Compaction Effort, Inclusion Stiffness, and Rubber Size on the Shear Strength and Stiffness of Expansive Soil-Rubber (ESR) Mixtures --
Engineering Properties of Recycled Materials for Use as Embankment Fill --
Environmental Sustainability of Soft Soil Improvement via Vacuum and Surcharge Preloading --
Estimation Challenges of Lateral Pressures in Retaining Structures Using Granular Recycled Tire Aggregates as Backfill --
Evaluation of Fly-Ash-Treated Reclaimed Asphalt Pavement for the Design of Sustainable Pavement Bases : An Indian Perspective --
Evaluation of the Mechanical Performance of Recycled Concrete Aggregates Used in Highway Base Layers --
Evaluation of Viscosity and Rutting Properties of Nanoclay-Modified Asphalt Binders --
Experimental Characterization of Energy Output from a Model Geothermal Pile --
Ground Improvement Method by Reusing Solidified Iron-and-Steel Slag --
Heat-Induced Bonding of Sands --
Improving Geotechnical Behavior of Clayey Soils with Shredded Rubber Tires Preliminary Study --
Large-Scale Shear Testing of Tire-Derived Aggregates (TDA) --
Mitigation of Seismic Hazards Vulnerability by Jet Grouting to Encase Existing Piles. Resilient Geotechnical Infrastructure Asset Management --
Seismic Enhancements for Delivering Water to the City of Los Angeles across the San Andreas Fault in the Elizabeth Tunnel --
Stability and Sustainability Analyses of the Retaining Walls Built by the Incas --
Study on Energy Foundation Design in South Louisiana --
Sustainability Assessment of Subtitle D Cover versus Biocover for Methane Oxidation at Municipal Solid Waste Landfills --
Sustainability Concepts and Some Examples Common in Geotechnical Engineering --
Sustainability of Combined Vacuum and Surcharge Preloading --
Sustainable Foundation Support of Community Memorial Hospital against Liquefaction Hazards --
Temporary Lateral Support of a Concrete Retaining Wall Footing Using Recycled Plastic Pin --
Underground Engineering for Sustainable Urban Development --
Use of Saline Water in Compaction of Engineered Fills --
Using Carbon Accounting in Project Planning and Decision Making --
Utilization of Fly Ash and Waste Recycled Product Reinforced with Plastic Wastes as Construction Materials in Flexible Pavement --
Beneficial Reuse of Recycled Materials for Geotechnical Applications : An Undergraduate Educational Experience --
GeoEducation Needs : Balanced Course Curricula with Laboratory, In Situ, and Geophysical Testing --
Hybrid Learning in Geological Engineering : Why, How, and to What End? Preliminary Results --
Integration of Major Research Instrumentation in Geotechnical Engineering Education at Remote Campuses --
Involving Students in Geotechnical Research from Early in Their Career --
Making Geotechnical Education Fun An Enhanced Look at Sustaining Geotechnical Engineering --
Bacteria, Biofilms, and Invertebrates : The Next Generation of Geotechnical Engineers? --
Bio-Inspired Porous Network Topology for Optimal Injection and Withdrawal Processes in Soils --
Root-Soil Mechanical Interaction. Wisdom of Ancient Engineering Practice in China --
Consolidation of a Two-Layer System for Unsaturated Soil with the Differential Quadrature Method --
Controlled Irrigation to Estimate Field-Scale Hydraulic Conductivity of a Landfill Final Cover --
Coupling Thermal Conductivity Dry-Out Curves with Unsaturated Soil Modeling of Shallow Horizontal Geothermal Exchange Loops --
Effects of the Size of Particles on Rainfall-Induced Slope Instability in Granular Soils --
Evaluation of Climatic Factors for the Classification of Oklahoma Pavement Regions --
Influence of a Rain Garden in Pennsylvania on the Water Table --
Influence of the Range of Suction Measurement on the Soil Suction-Water Content Relationship --
Issues in the Implementation of Sustainable Heat Exchange Technologies in Reinforced, Unsaturated Soil Structures --
Laboratory Investigation of Desiccation Cracking --
Reassessment of Soil Suction at the Evaporation Rate Reduction Point for Saturated-Unsaturated Soil Surfaces --
Sensitivity of Transient Seepage Analysis to Variation of the Input Parameters --
Shear Behavior of Silty Soil and Soil-Structure Interface under Temperature Effects --
Soil Water Characteristic Curves from Measures of Electrical Permittivity --
Surface Runoff at an Instrumented Catchment Scale Water Balance Final Cover. Influence of Contact Angle on Soil-Water Characteristic Curve --
Long-Term Behavior of Lime-Treated Clayey Soil Exposed to Successive Drying and Wetting --
A Case Study of Geosynthetic-Reinforced Soil in a Low-Volume Bridge Abutment in Iowa --
Back-to-Back Geosynthetic-Reinforced MSE Wall Supporting Elevated Dual Railroad Tracks --
Design and Construction of a Geosynthetic Reinforced Soil Integrated Bridge System --
Evaluation of the Deformation of a Geosynthetic-Reinforced Soil Bridge Abutment --
Full-Scale Investigation of Differential Settlements beneath a GRS Bridge Abutment : An Overview --
Instrumentation and Early Performance of a Large-Grade GRS-IBS Wall --
Secondary Settlement of Geosynthetic-Reinforced Soil Piers : Preliminary Results --
Three-Year Evaluation of Thermally Induced Strain and Corresponding Lateral End Pressures for a GRS IBS in Ohio --
Experimental Model for Studying the Performance of Vertical and Batter Micropiles --
Drilled Shaft Foundation and Anchored, Drilled Shaft Soldier-Pile Wall Design for an Automated People Mover Guideway --
Repair of a Tilted Building Resting on a Deep Soft Clay Using Micropiles and Raft --
Unified Assessment of Stress Scaling Factors for Liquefaction Engineering Problems.
Series Title: GSP (Series), no. 234.
Other Titles: Geo-characterization and modeling for sustainability
Responsibility: sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by Murad Abu-Farsakh, Xiong Yu and Laureano R. Hoyos.

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<http:\/\/www.worldcat.org\/oclc\/876739820<\/a>> # Geo-Congress 2014 technical papers : geo-characterization and modeling for sustainability : proceedings of the 2014 Congress, February 23-26, 2014, Atlanta, Georgia<\/span>\n\u00A0\u00A0\u00A0\u00A0a \nschema:MediaObject<\/a>, schema:Book<\/a>, schema:CreativeWork<\/a> ;\u00A0\u00A0\u00A0\nlibrary:oclcnum<\/a> \"876739820<\/span>\" ;\u00A0\u00A0\u00A0\nlibrary:placeOfPublication<\/a> <http:\/\/id.loc.gov\/vocabulary\/countries\/vau<\/a>> ;\u00A0\u00A0\u00A0\nschema:about<\/a> <http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Topic\/geotechnical_engineering<\/a>> ; # Geotechnical engineering<\/span>\n\u00A0\u00A0\u00A0\nschema:about<\/a> <http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Topic\/environmental_geotechnology<\/a>> ; # Environmental geotechnology<\/span>\n\u00A0\u00A0\u00A0\nschema:alternateName<\/a> \"Geo-characterization and modeling for sustainability<\/span>\" ;\u00A0\u00A0\u00A0\nschema:bookFormat<\/a> schema:EBook<\/a> ;\u00A0\u00A0\u00A0\nschema:contributor<\/a> <http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Organization\/american_society_of_civil_engineers<\/a>> ; # American Society of Civil Engineers,<\/span>\n\u00A0\u00A0\u00A0\nschema:contributor<\/a> <http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Organization\/american_society_of_civil_engineers_geo_institute<\/a>> ; # American Society of Civil Engineers. Geo-Institute,<\/span>\n\u00A0\u00A0\u00A0\nschema:copyrightYear<\/a> \"2014<\/span>\" ;\u00A0\u00A0\u00A0\nschema:creator<\/a> <http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Meeting\/geo_congress_2014_atlanta_ga<\/a>> ; # Geo-Congress (2014 : Atlanta, Ga.)<\/span>\n\u00A0\u00A0\u00A0\nschema:datePublished<\/a> \"2014<\/span>\" ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Numerical Modeling of Ground Temperature Response in a Ground-Source Heat Pump System (GSHP) -- Numerical Simulation of a Shallow Geothermal Heating\/Cooling System -- Relevance of Capillarity to Thermal and Electrical Conductivity in Unsaturated Granular Soils -- Theoretical Bases of Thermomechanical Damage and DMT-Healing Model for Rock -- Thermal Resistivity Dry-Out Curves for Three Sandy Soils -- Thermo-TDR Probe for Measurement of Soil Moisture, Density, and Thermal Properties -- 3D Behavior of Sand Particles Using X-Ray Synchrotron Micro-Tomography -- 3D Modeling of Sand Particle Fracture Using Discrete Element Method and Synchrotron Micro-Tomography Images -- Evolution of Pore Orientation in Granular Media under Biaxial Compression -- Multiscale Discontinuities Due to Differential Stress around a Pressurized Borehole -- Nanomechanical and Microstructural Characterization of a Hybrid Clay-Lime-Starch Composite -- Microstates and Macrostructures for Granular Assemblies -- Relationship between Branch Length Distribution and Free Energy of a Granular Assembly Subject to Crushing -- X-Ray Microcomputed Tomography for the Durability Characterization of Limestone Aggregate -- Numerical DEM Examination of a Torsional Shear Test -- DEM Approach for Engineering Aggregate Gradation and Shape Properties Influencing Mechanical Behavior of Unbound Aggregate Materials -- Elasto-Plastic Behavior of Jute-Geocell-Reinforced Sand Subgrade -- Evaluation of Compacted Aggregate Base Course Layers -- Factorial Numerical Analysis of Flexible Pavement Foundations with Emphasis on Groundwater Table Effect -- Finite Element Modeling of Heat Transfer in a Reinforced Concrete Pavement.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Network Level Data Collection for Asset Management of Bridge Approach Slabs -- Visualization of Active Mode of Failure behind Flexible Walls under Pure Rotation Using Digital Image Correlation -- Characterization and Modeling for Local and Regional Infiltration Facilities in Los Angeles County -- Sustainable Stormwater Management Using Underground Injection Control Wells : A Case Study -- Techniques for In Situ Evaluation of Stormwater Infiltration Rate -- Use of Expanded Shale Amendment to Enhance Drainage Properties of Clays -- 3D Geospatial Visualization of Underground Space to Enhance Geo-Governance -- Effects of Freeze-Thaw on a Lightly Stabilized Material\'s Flexural Properties -- Numerical Modeling of Frozen Soils -- Theoretical Basis for Describing Thermally Induced Water Flux in Soils -- Applicability of Shredded Tire Chips as a Lightweight Retaining Wall Backfill in Seismic Regions -- Are the Mechanical Properties of Recycled-Content Expanded Polystyrene (EPS) Comparable to Nonrecycled EPS Geofoam? -- Assessing Environmental Impacts in Geotechnical Construction : Insights from the Fuel Cycle -- Calorimeter Test for Aluminum Production Waste Reactivity -- Case Study of Wind Plant Life Cycle Energy, Emissions, and Water Footprint -- Centrifuge Model Tests on Dynamic Behavior of Quay Wall Backfilled with Granulated Cement-Treated Soil -- Characterization and Utilization of Recycled Concrete Aggregate from Illinois as a Construction Material -- Characterization of Ecoroofs and Ecoroof Materials.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Geotechnical Properties and Diagenesis of Ponded Fly Ash -- Hydraulic Conductivity of Geosynthetic Clay Liners to Synthetic Coal Combustion Product Leachates -- Liquefaction Behavior of Coal Ash under Cyclic Loading -- Monotonic Behavior of Pond Ash under Critical State Soil Mechanics Framework -- Practical Leachability and Sorption Considerations for Ash Management -- Preliminary Results from a Study of the Dynamic Geotechnical Properties of Coal Combustion Products (CCP) -- Deterministic Seismic Hazard Analysis for Greater Mumbai, India -- Geocharacterization for Design and Construction of Gulf Intracoastal Waterway West Closure Complex in New Orleans, Louisiana -- Geocharacterization for State Highway 161, President George Bush Western Extension, Dallas, Texas -- Site Characterization of Atlantic Coastal Plain Deposits in Savannah, Georgia -- Case Study on Tunnel Lining Assessment Using Stress Wave-Based Nondestructive Testing Methods -- APM Tunnel Extension for the Maynard H. Jackson Terminal at Hartsfield-Jackson Atlanta International Airport -- Characterization of Simulated Soilcrete Column Curing Using Acoustic Tomography -- Dynamic Centrifuge Testing of a Temporary Braced Excavation in Dry Sand.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"In Situ Seismic Crosshole Testing of Six Natural Sand Deposits in the South Carolina Coastal Plain -- Investigation of Seismic Site Amplification for Non-NEHRP Site Conditions : Site Response Study of Columbia, SC -- Modeling Dynamic Site Response Using the Overlay Concept -- Nonlinear Response of Full-Scale Pile under Machine-Induced Coupled Vibrations -- Reduction in Seismic Ground Shaking with the Use of Soil-Cement Panels -- Seismic Analysis of Soil Slopes Using FLAC2D and Modified Newmark Approach -- Seismic Behavior of Offshore Wind Turbine with Suction Caisson Foundation -- Seismic Soil-Structure Interaction and Lateral Earth Pressures on Buried Reservoir Structures -- Sensor for Detection of Earthquake-Induced Void Redistribution in Multilayered Soil System -- Shake Table Test to Investigate Seismic Response of a Slurry Wall -- Shaking Table Studies on the Conditions of Sand Liquefaction -- Simulating Centrifuge Model Tests of Laterally Loaded Pile Groups in CDSM-Improved Soft Clay Using a Nonlinear Winkler Model -- Simulation of Monotonic and Cyclic Soil Behavior Using a Kinematic Hardening Plasticity Model -- Factor of Safety in Slopes under Earthquake Loading -- Sensitivity of Empirical Liquefaction Assessment to Seismic Loading in Areas of Low Seismicity and Its Implications for Sustainability -- Anisotropic Undrained Shear Strength Parameters for Nonlinear Deformation Analyses of Embankment Dams -- Assessment of Suitable Loading Rate for Suction-Controlled Triaxial Testing on Compacted Silty Sand via Axis-Translation Technique.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Reliability Evaluation of Compacted Lateritic Soil Treated with Bagasse Ash as Material for Waste Landfill Barrier -- Sensitivity Analysis of the Hydraulic Conductivity of Compacted Lateritic Soil and Bentonite Composite -- Aerial Characterization of Karst for Wind Development -- Analysis of the Output from a Radar-Based Levee-Monitoring System Using In Situ Soil Data -- Proof-of-Concept Shear Wave Velocity Measurements Using an Unmanned Autonomous Aerial Vehicle -- Remote Sensing Methods for Monitoring Ground Surface Deformation of Compacted Clay Test Sections -- Thermal Remote Sensing for Mine Tailings Strength Characterization -- Variability of Weathered Limestone Properties in Light of Drilled Shaft Design in Florida -- Analytical Solutions for Filtration Process Based on the Constriction Size Concept -- Assessment of Streambank Stability A Case Study -- Development of an Experimental Imaging System for the Micro-Scale Study of Seepage-Induced Granular Particle Mobilization -- Sustainable Erosion Remediation and Restoration Measures in South Louisiana Navigation Channels -- Modeling Soil Crust Formation by Discrete Element Method -- Modeling Study of Erosion of HPTRM-Strengthened Levee in Turbulent Overtopping Flow Conditions -- Multiscale Modeling of Soil-Fluid-Structure Interaction -- Sediment Transport Model Considering Turbulent Flow -- Analysis of the Response of a Centrifuge Model of a Level Site Subjected to Biaxial Base Excitation -- Behavior of a Foundation on a Sloped Fill Reinforced with Vertical Bars under Repeated Loading -- Comparative Study of Seismic Ground Responses Using DEEPSOIL, SHAKE, and D-MOD for Soils of Goa, India -- Comparison between Shear Strength of Dry Sand Measured in CSS Device Using Wire-Reinforced Membranes and Stacked Rings -- Proposed Modification to CPT-Based Liquefaction Method for Post-Vibratory Ground Improvement -- Full-Scale Seismic Test of MSE Retaining Wall at UCSD.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Undrained Behavior of Silty Glacial Sand -- Undrained Monotonic Behaviors of Silty Sand in Triaxial Extension Shearing -- Using a Rowe Cell to Establish Horizontal Drainage Properties of Soft Soils -- Variable Penetration Rate Cone Testing in Sands with Fines -- Automatic Data Acquisition Systems (ADAS) for Dam and Levee Monitoring -- Deformation Response of Soft Foundation Soils under Tall Embankments A Numerical Analysis -- Design and Implementation of Geophysical Monitoring and Remote Sensing during a Full-Scale Embankment Internal Erosion Test -- Influence of Lateral Stress Release on the Stability of Stiff Clay Slopes -- Large Fill Shrinkage and Instrumentation along a Levee Enlargement -- Long-Term Behavior of a Rockfill Dam : La Esmeralda Dam, Colombia -- Multiscale Monitoring for Health Assessment of Levees in New Orleans -- Stability Monitoring of Articulated Concrete Block Strengthened Levee in Combined Wave and Surge Overtopping Conditions -- Calibration of Resistance Factors of Soil Nails for the LBJ Express Project -- Stabilization of Roadway Landslide Using Anchored Drilled Shaft Piles Performance Evaluation over the Last 15 Years -- Study of the Influence of Fly Ash Addition on Water Retention Characteristics of Soils -- Evaluating the Utility of Tensiometers for Establishing Water Retention Characteristics Curves of Fly Ash -- Experimental Study of Bottom Coal Ash-Geogrid Interaction.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Properties and Variation of Electrical Resistivity Due to Temperature Change -- Selection of Geotechnical Parameters Using the Statistics of Small Samples -- Effect of the Waterside Boundary Condition on the Seepage and Slope Stability Analyses of the Natomas Levees A Case Study -- Innovative Approach to Soil Characterization Using X-Ray Computed Tomography (CT) -- Elastic Wave Behaviors of Beta-Glucan Biopolymer-Treated Residual Soil -- Electromagnetically Induced Transport in Water for Geoenvironmental Applications -- Experimental Study of the Mitigation of Soil Internal Erosion by Microbially Induced Calcite Precipitation -- Iron- and Calcium-Based Biogrouts for Soil Improvement -- Laboratory Study of the Effect of Electromagnetic Waves on Airflow during Air Sparging -- Leachability of 17-Year-Old Stabilized\/Solidified Contaminated Site Soils -- Measurement of Bonding Strength between Glass Beads Treated by Microbial-Induced Calcite Precipitation (MICP) -- Microbial-Induced Calcite Precipitation (MICP) Using Surfactants -- Numerical Investigation of Microbial-Induced Cemented Sand Mechanical Behavior -- Preliminary Study of Geophysical Monitoring of Bioclogging Caused by Bacterial Biopolymer Accumulation in Sands -- Reduction of Wind Erosion Potential Using Microbial Calcite and Soil Fibers -- Stimulating In Situ Soil Bacteria for Bio-Cementation of Sands -- Strengthening Coastal Sand Dunes Using Microbial-Induced Calcite Precipitation -- Study of Mechanisms Governing Electromagnetic Alteration of Hydraulic Conductivity of Soils -- Synergistic Effects of Organic and Metal Contaminants on Phytoremediation -- Ureolysis and MICP with Model and Native Bacteria : Implications for Treatment Strategies -- CAPWAP Analysis of Deep H-Piles through Waste and Soft Clay -- Comparative Study of Thermal Integrity Profiling with Other Nondestructive Integrity Test Methods for Drilled Shafts -- Effects of Pile Size on Set-Up Behavior of Cohesive Soils -- Full-Scale Test and Numerical Simulation of a Truck Impacting a Group of Side-by-Side Piles -- Investigation of Lateral Resistance Factor ([lowercase Eta]) of Sand Using Pressuremeter : Numerical Approach.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Quantifying the Benefit of Triaxial Geogrid in Stabilizing Granular Bases over Soft Subgrade under Cyclic Loading at Different Intensities -- Solutions for Model-Scale, Tied-Back Anchors and Sheet Pile Walls -- Integrated Analysis Framework for Predicting Surface Runoff, Infiltration, and Slope Stability -- Localization of Levee Weakening Using Surface Displacements -- Sequential Excavation for Replacement of a Concrete Culvert underneath a Sanitary Pipeline Using the Observational Method -- Underground Wireless Sensor Networks Using 2nd Generation RF Transceivers -- Using Compaction Equipment Instrumented with Global Positioning System (GPS) Technology to Monitor Field Lift Thickness -- Application of the Observation Method for Scour to Two Texas Bridges -- Flow and Scour Patterns around Bridge Piers with Different Configurations : Insights from CFD Simulations -- Vermont Bridge Scour Rating Analysis : Looking Toward Utilizing Geomorphic Stream Data -- Coupled Thermo-Poro-Mechanical Finite Element Analysis of an Energy Foundation Centrifuge Experiment in Partially Saturated Silt -- Evaluation of Head Restraint Effects on Energy Foundations -- Geological CO2 Storage : Reactive Fluid Transport : Pore-Scale Study -- Ground-Source Bridge Deck Deicing Systems Using Energy Foundations -- Impact of Horizontal Run-Out Length on the Thermal Response of Full-Scale Energy Foundations -- Model for Coupled Large-Strain Consolidation and Solute Transport under Constant Rate of Strain -- Multiphysical Modeling and Numerical Simulation of Frost Heave and Thaw Settlement -- Nonisothermal Shear Strength of Compacted Silt at Residual Saturation.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Fate of Green Tea Iron Nanoparticles in Calcareous Soils -- Mitigation of Mine Tailings Dust with Green Biopolymer -- Nano-Zero-Valent Iron : An Emerging Technology for Contaminated Site Remediation -- Soils Amended with Admixtures as Stabilizing Agent to Retain Heavy Metals -- Stabilization of Heavy Metals in MSWI Bottom Ash by Enhanced Carbonation -- Surface Complexation Modeling for the Stabilization of an Industrial Sludge by Alternate Materials -- Sustainability Assessment of Excavation and Disposal versus In Situ Stabilization of Heavy Metal-Contaminated Soil at a Superfund Site in Illinois -- Sustainable Stabilization of Recycled Asphalt Pavement (RAP) Bases -- Potential Use of Rice Husk Ash in the Stabilization and Solidification of Lateritic Soil Contaminated with Tannery Effluent -- Geologic Considerations for Setting a Geotechnical Baseline Report : Intact Rock Strength Parameters -- Integrating Geotechnical Baseline Reports and Risk Allocation Frameworks in Geotechnical Engineering Education -- Lessons Learned in the Development and Application of Geotechnical Baseline Reports -- Purpose and Preparation of Geotechnical Baseline Reports in Design-Build and Public-Private Partnership Subsurface Projects -- Risk Management through Geotechnical Baselines : A Designer\'s Perspective -- To GBR or Not to GBR : Is that the Question? -- Comparison of Density-Based and Modulus-Based In Situ Tests for Earthwork Quality Control -- Application of Innovative Tools in Optimizing Risk and Cost of Subgrade QA\/QC -- Capabilities and Potential Applications of Continuous Pavement Deflection Measuring Devices.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Effect of Water Content on the Abrasivity of Granular Soils in Soft Ground Tunneling Applications -- Mineralogical, Mechanical, and Electrical Properties of Clays and Their Relation to Clogging during Mechanical Tunnel Driving -- Optimization of Site Exploration Effort to Improve the Accuracy of Tunneling-Induced Ground Settlement Prediction in Soft Clays -- Characterization of Oil- Bearing Sandstones for Sustainable Oil Production in Electrically Enhanced Oil Recovery -- Characterization of Weakly Cemented Sands from Geophysical Logs -- Diffusive and Convective Transport of Disposed CO2 in Porous Media : A Numerical Approach -- Thermo-Hydro-Mechanical-Chemical Simulation of Methane Hydrate Dissociation in Porous Media -- Assessing the Shear Behavior of Oriented Rock Joints under Constant Normal Loading Conditions -- Experimental Characterization of the Anisotropic Behaviors of Shale Rock -- Instrumented Static Load Test on Micropile Socketed into Limestone -- Morphology-Based Characterization of 3D Anisotropy in Porous Rock : Pore Orientation -- Site Characterization and Geotechnical Roadway Design over Karst : Interstate 69, Greene and Monroe Counties, Indiana -- Two-Phase Fluid Flow in Anisotropic Porous Rock : Implications for CO2 Sequestration.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"3-D Modeling of the Modified, Disconnected Spread Footing System at Segment 4 of the Golden Ears Bridge -- Generalized Direct CPT Method for Evaluating Footing Deformation Response and Capacity on Sands, Silts, and Clays -- Recommendations for the Design of Spread Footings on Soils to Support Highway Bridges -- Road Map for Implementation of Intelligent Compaction Technology -- Applying MEMS Accelerometers to Measure Ground Vibration and Characterize Landslide Initiation Features in Laboratory Flume Test -- Characterization of Shear Wave Velocity and Its Anisotropy in Uniform Granular Materials -- Detection of Layered Diesel-Contaminated Sands -- Evaluation and Applicability of Flame Ionization Detector for Fugitive Emission -- Geophysical Investigation of Solid Waste Dumpsite at Ballouneh in Lebanon -- Recurring Shear Wave Velocity Measurements at the Smiths Creek Bioreactor Landfill -- Unification of Soil Classification in the 21st Century -- Characterization of Aged Coastal Plain Soils at Hollywood, SC, Using Petrography and Microscopy -- Characterization of Coastal Dredged Sediments Used in Land Restoration Projects -- Identification of Liquefiable Coastal Plain Soils Using DMT, SPT, and CPT Profiles -- In Situ Localization and Quantification of Sediment Deposits after Dredging and Disposal Interventions in Sydney Harbour, Canada, Using a Dynamic Penetrometer -- Relationships for Characterizing Fine-Grained Coastal Deposits in the Southeastern United States : A Look at the Compression Index (Cc) and Primary Consolidation Settlement -- Cortland-Homer Former MGP Remediation A Case History -- Curing Temperature Effects on Soils Stabilized with Portland Cement Having Different Sulfate Contents -- Effects of Brackish, Salt, and Fresh Water on Very High Moisture Content Cement-Stabilized Fine-Grained Soil -- Effects of Soil Processing on Cementitiously Stabilized Soil Slurries.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"I-BACK : Iowa\'s Intelligent Pavement Backcalculation Software -- Influence of Specimen Size in Engineering Practice -- Long-Term Time-Dependent Behavior of Surcharged Preloaded Embankment -- Modeling Permanent Deformation under Repetitive Loads -- Numerical Modeling of a Highway Embankment Using Geofoam Material as Partial Fill Replacement -- Optimization of Inverted Base Pavement Designs with Thin Asphalt Surfacing -- Rapid In Situ Measurement of Hydraulic Conductivity for Granular Pavement Foundations -- Real-Time Modeling of Moisture Distribution in Subgrade Soils -- Resilient Moduli of a Naturally Aged RAP and Aggregate Blend -- Evaluation of Geosynthetics in Unpaved Roads Built over Natural Soft Subgrade Using Full-Scale Accelerated Pavement Testing -- Beyond Code-Based Design : Use of Advanced Numerical Modeling to Support Design of Los Angeles\'s Headworks Reservoir -- Mechanistic-Empirical Performance Prediction of Geogrid-Modified Soft Soil Subgrade -- Numerical Modeling of Cellular Reinforced Fly Ash Walls Subjected to Strip Loading -- Prediction of Limit-Bearing Capacity of Footings on Geocell-Reinforced Soils -- Slope-Stability Charts for Stacked Geotextile Tubes -- Numerical Study of Slope Stabilization Using Recycled Plastic Pin -- Analysis and Design of Micropile-Supported Wall to Resist Lateral Deflection of Existing Railroad Bridge Abutment -- Comparison Between 3D Limit Equilibrium and Shear Strength Reduction Methodologies -- Design Optimization of Underground Subway Station Diaphragm Walls Using Numerical Modeling -- Effect of Nail Layout Variability on Soil Nailed Wall Analysis -- Finite Element Simulation of Deep Excavation in Soft Cohesive Soils Using an Enhanced Anisotropic Bounding Surface Model -- Maximum Tensile Loads in Reinforcements for MSE Walls : A Comprehensive Stability Check Revisited with Limit Analysis.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"3D Discrete Element Method Simulations of a Laminar-Type Simple Shear Apparatus -- Discrete Element Approach for Coupled Chemo-Mechanical Mechanisms in Geomaterials -- Aging of Sands as a Micromechanical Process -- Axisymmetric Shearing of Sand-Steel Interfaces under Axial and Torsional Loading -- Characterization of Energy Dissipation during Seismic Loading of Soil-Foundation-Structure Systems -- Characterization of Soil-Geosynthetic Interaction Based on Surface Roughness Studies -- Effect of Fabric on Low-Strain Stiffness Properties of Granular Soils -- Effect of Particle Morphology on the Monotonic Response of Gravel-Sized Soils through Large-Scale Simple Shear Testing -- Microstructure of Sand-Laponite-Water Systems Using Cryo-SEM -- Modified Triaxial Apparatus for Nonuniform Loading Beyond Frictional Ends -- Nondestructive Visualization and Quantification of 3-D Microstructure of Granular Materials and Direct Numerical Simulations -- Soil Fabric Characterization by Wavelet Transformation of Images -- Static Fatigue at Grain Contacts : A Key Cause of Time Effects in Sand -- Visualization of the Fragmentation of a Weak Granular Material under Uniaxial Confined Compression -- Visualizing Force-Chain Buckling in Stress and Displacement Fields of Granular Assembly Using Photoelastic Measurement.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Characteristics and Intercorrelations of Index Properties for Cohesionless Gravelly Soils -- Comparison of BPT-SPT Correlations at Gravelly Alluvial Dam Site -- Evaluation of Relative Density from In Situ Test Correlations for Cohesionless Gravelly Soils -- Instrumented Becker Penetration Test for Improved Characterization of Gravelly Deposits -- Large-Scale Direct Shear Testing of Common Open-Graded Aggregates -- Liquefaction Resistance of Coarse-Grained Alluvium at Calero Dam -- Soil Particle Size Characterization by Stereophotography -- Shear Strength of Sand-Gravel Mixtures : Laboratory and Theoretical Analysis -- Investigation into the Influence of Grain Shape and Size on Shear Strength of Cohesionless Soils -- Comparison of Factors Influencing Time-Dependent Strength Gain in Recently Disturbed Sand Deposits -- Effect of Initial Partial Saturation on Collapse Behavior of Glacial Sand with Fines -- Laboratory Measurement of Small-Strain Shear Modulus of Volcanic Soil -- Rediscovering Burmister\'s Contributions to the Characterization and Mechanical Behavior of Granular Soils Containing Silts -- Size Effects on the Void Ratio of Loosely Packed Binary Particle Mixtures.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Numerical Studies of I-Shaped Levee Flood Wall at St. Paul, Minnesota Site -- Robust Design of Braced Excavations Using Multiobjective Optimization-Focusing on Prevention of Damage to Adjacent Buildings -- Seismic Displacements of Yielding Gravity-Type Earth-Retaining Walls Results from a FEM study -- Static and Dynamic Soil Pressures over a Primary Crusher Station at a Copper Mine in Chile -- Progressive Failure Reactivation of La Conchita Landslide in 2005 -- Centrifuge Modeling of Deposition and Consolidation of Fine-Grained Mine Tailings -- Effects of a Grout Curtain on Hydraulic and Electrical Conductivity in a Laboratory-Scale Seepage Model -- Influence of Antecedent Rainfall on Stability of Slopes -- Lab-Scale Study of Ultrafine Cement Grout Curtains Using a Physical Model -- Accuracy, Uncertainty, and Reliability of the Bearing-Capacity Equation for Shallow Foundations on Saturated Clay -- Effect of Spatial Variability on the Reliability-Based Design of Drilled Shafts -- LRFD Resistance Factors for Driven Piles in Providence, Rhode Island -- Moment Methods for Assessing the Probability of Serviceability Failure in Braced Excavations -- Multirisk Landslide Scenarios in Geotechnical Sustainability : A Case Study -- Probabilistic Modeling of Reinforced Landfill Final Covers for Sustainable Drainage -- Reliability-Based Assessment of Sustainable Heat Exchange through Pile Foundations -- Resistance Factors for Laterally Loaded Piles in Clay -- Risk-Factor-Based Analysis of Cantilever Sheet Pile Walls -- Unique Aspect of Landfill Design : Visibility Study and Airspace Optimization -- Development of Soil Profile Visualization Software Using Game Engines -- Evaluation and Characterization of Aggregates for Sustainable Use in Pavement Engineering.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Resilient Geotechnical Infrastructure Asset Management -- Seismic Enhancements for Delivering Water to the City of Los Angeles across the San Andreas Fault in the Elizabeth Tunnel -- Stability and Sustainability Analyses of the Retaining Walls Built by the Incas -- Study on Energy Foundation Design in South Louisiana -- Sustainability Assessment of Subtitle D Cover versus Biocover for Methane Oxidation at Municipal Solid Waste Landfills -- Sustainability Concepts and Some Examples Common in Geotechnical Engineering -- Sustainability of Combined Vacuum and Surcharge Preloading -- Sustainable Foundation Support of Community Memorial Hospital against Liquefaction Hazards -- Temporary Lateral Support of a Concrete Retaining Wall Footing Using Recycled Plastic Pin -- Underground Engineering for Sustainable Urban Development -- Use of Saline Water in Compaction of Engineered Fills -- Using Carbon Accounting in Project Planning and Decision Making -- Utilization of Fly Ash and Waste Recycled Product Reinforced with Plastic Wastes as Construction Materials in Flexible Pavement -- Beneficial Reuse of Recycled Materials for Geotechnical Applications : An Undergraduate Educational Experience -- GeoEducation Needs : Balanced Course Curricula with Laboratory, In Situ, and Geophysical Testing -- Hybrid Learning in Geological Engineering : Why, How, and to What End? Preliminary Results -- Integration of Major Research Instrumentation in Geotechnical Engineering Education at Remote Campuses -- Involving Students in Geotechnical Research from Early in Their Career -- Making Geotechnical Education Fun An Enhanced Look at Sustaining Geotechnical Engineering -- Bacteria, Biofilms, and Invertebrates : The Next Generation of Geotechnical Engineers? -- Bio-Inspired Porous Network Topology for Optimal Injection and Withdrawal Processes in Soils -- Root-Soil Mechanical Interaction.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Detection of Embedded Anomalies Using 2-D Full Seismic Waveform Tomography -- Determination of the Depth and Discontinuity of Hard Limestone Stratum Using Resistivity Imaging (RI) -- Effects of Bentonite Content on Electrical Resistivity of Soils -- Improvements to the AASHTO Subgrade Resilient Modulus (MR) Equation -- Interpretation of Dual Roller-Integrated Compaction Measurements on Layered Granular Fill -- Performance of NDT Technologies in Detection and Characterization of Reinforced Concrete Deck Deterioration -- Performance of Nonnuclear Devices for In Situ Moisture and Density Determination -- Statistical Soil Type Estimation Using Cross-Plots of S-Wave Velocity and Resistivity in Japanese Levees -- Use of P-Wave Reflection Imaging and Other Nondestructive Testing Techniques to Evaluate Unknown Bridge Foundations -- Dual-Shaft Deep-Cement Mixing Apparatus for Centrifuge Modeling -- Admiralty Way Ground Improvement Case Study -- Effect on Bearing-Capacity Ratio of Strip Footing for Various Granular Fill Thicknesses and Numbers of Geogrid Layers in Granular Fill Overlay on Soft Soil -- Evaluating Wind Uplift for Exposed Geomembranes Using Computer Modeling -- Fiber-Reinforcement Optimization Using a Soil Approach -- Ground Improvement for Oil Storage Tanks in Panama -- Laboratory Pullout Equipment for Testing Soil-Geosynthetic Interface for Reinforced Flexible Pavement Design -- Pullout Behavior of Welded Grid Reinforcements Embedded in Coarse Granular Backfill.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Wisdom of Ancient Engineering Practice in China -- Consolidation of a Two-Layer System for Unsaturated Soil with the Differential Quadrature Method -- Controlled Irrigation to Estimate Field-Scale Hydraulic Conductivity of a Landfill Final Cover -- Coupling Thermal Conductivity Dry-Out Curves with Unsaturated Soil Modeling of Shallow Horizontal Geothermal Exchange Loops -- Effects of the Size of Particles on Rainfall-Induced Slope Instability in Granular Soils -- Evaluation of Climatic Factors for the Classification of Oklahoma Pavement Regions -- Influence of a Rain Garden in Pennsylvania on the Water Table -- Influence of the Range of Suction Measurement on the Soil Suction-Water Content Relationship -- Issues in the Implementation of Sustainable Heat Exchange Technologies in Reinforced, Unsaturated Soil Structures -- Laboratory Investigation of Desiccation Cracking -- Reassessment of Soil Suction at the Evaporation Rate Reduction Point for Saturated-Unsaturated Soil Surfaces -- Sensitivity of Transient Seepage Analysis to Variation of the Input Parameters -- Shear Behavior of Silty Soil and Soil-Structure Interface under Temperature Effects -- Soil Water Characteristic Curves from Measures of Electrical Permittivity -- Surface Runoff at an Instrumented Catchment Scale Water Balance Final Cover.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"CO2 Optimization of Spread Footings Using a Big Bang-Big Crunch Algorithm -- Development of Foundation Systems for Solar Array at Owens Lake, California -- Effect of Depth and Number of Layers of Reinforcement on Bearing-Capacity Ratio of Strip Footing Resting on Granulated Blast-Furnace Slag Reinforced with Geogrid -- Effect of Geogrids on Interface Shear Strength Properties of Recycled Crushed Brick -- Effect of Wet-Dry Cycling on the Mechanical Properties of Stabilized Subgrade Soils -- Effects of Compaction Effort, Inclusion Stiffness, and Rubber Size on the Shear Strength and Stiffness of Expansive Soil-Rubber (ESR) Mixtures -- Engineering Properties of Recycled Materials for Use as Embankment Fill -- Environmental Sustainability of Soft Soil Improvement via Vacuum and Surcharge Preloading -- Estimation Challenges of Lateral Pressures in Retaining Structures Using Granular Recycled Tire Aggregates as Backfill -- Evaluation of Fly-Ash-Treated Reclaimed Asphalt Pavement for the Design of Sustainable Pavement Bases : An Indian Perspective -- Evaluation of the Mechanical Performance of Recycled Concrete Aggregates Used in Highway Base Layers -- Evaluation of Viscosity and Rutting Properties of Nanoclay-Modified Asphalt Binders -- Experimental Characterization of Energy Output from a Model Geothermal Pile -- Ground Improvement Method by Reusing Solidified Iron-and-Steel Slag -- Heat-Induced Bonding of Sands -- Improving Geotechnical Behavior of Clayey Soils with Shredded Rubber Tires Preliminary Study -- Large-Scale Shear Testing of Tire-Derived Aggregates (TDA) -- Mitigation of Seismic Hazards Vulnerability by Jet Grouting to Encase Existing Piles.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Analyst A : Alternatives in Analysis of the UTexas1 Surface Wave Dataset -- Analyst B : Analysis of the UTexas1 Passive Linear Surface Wave Dataset -- Analyst C : Geopsy Processing of MASW and Ambient Vibration Arrays for Vs Assessment of the UTexas1 Surface Wave Dataset -- Analyst E : Shear Wave Velocity Profile Determined from the UTexas1 Surface Wave Dataset -- Analyst F : Site Characterization from Active and Passive Surface Wave Measurements Associated with the UTexas1 Surface Wave Dataset -- Analyst H : Analysis of the Active and Passive UTexas1 Surface Wave Dataset Collected to Quantify Inter-Analyst Uncertainty -- Analyst I : Comprehensive Analysis of the UTexas1 Surface Wave Dataset -- Analyst J : Analysis of the UTexas 1 Surface Wave Dataset Using the SASW Methodology -- Seismic Ground Response Analysis of KK-NPP Site in the Event of NCO Earthquake Using DEEPSOIL -- Synthesis of the UTexas1 Surface Wave Dataset Blind-Analysis Study : Inter-Analyst Dispersion and Shear Wave Velocity Uncertainty -- Reliability-Based Evaluation of the Effects of Geometry on Levee Underseepage Potential -- Derivation of a Statistical Framework for Strength Prediction in Deep Cement Mixing -- Geocharacteristics of Tabuk Expansive Shale and Its Links to Structural Damage -- LRFD Calibration of Bridge Foundations Subjected to Scour -- LRFD for Large-Diameter Bored Piles in Egypt.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Influence of Contact Angle on Soil-Water Characteristic Curve -- Long-Term Behavior of Lime-Treated Clayey Soil Exposed to Successive Drying and Wetting -- A Case Study of Geosynthetic-Reinforced Soil in a Low-Volume Bridge Abutment in Iowa -- Back-to-Back Geosynthetic-Reinforced MSE Wall Supporting Elevated Dual Railroad Tracks -- Design and Construction of a Geosynthetic Reinforced Soil Integrated Bridge System -- Evaluation of the Deformation of a Geosynthetic-Reinforced Soil Bridge Abutment -- Full-Scale Investigation of Differential Settlements beneath a GRS Bridge Abutment : An Overview -- Instrumentation and Early Performance of a Large-Grade GRS-IBS Wall -- Secondary Settlement of Geosynthetic-Reinforced Soil Piers : Preliminary Results -- Three-Year Evaluation of Thermally Induced Strain and Corresponding Lateral End Pressures for a GRS IBS in Ohio -- Experimental Model for Studying the Performance of Vertical and Batter Micropiles -- Drilled Shaft Foundation and Anchored, Drilled Shaft Soldier-Pile Wall Design for an Automated People Mover Guideway -- Repair of a Tilted Building Resting on a Deep Soft Clay Using Micropiles and Raft -- Unified Assessment of Stress Scaling Factors for Liquefaction Engineering Problems.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Effect of Direction of Principal Stress on Cyclic Behavior of Dense Sands -- Effect of Moisture Conditions on Results of Pressuremeter Testing in Unsaturated Soil -- Generalized CPT Method for Evaluating Yield Stress in Soils -- Hysteretic Shear Strength and Shear-Induced Volume Change of Natural Expansive Soils Weathered from Shale -- Influence of Activity and Mineralogy in Compaction and Shear Strength Characteristics of Clays -- Matric Suction in Recycled Unbound Granular Materials -- Estimation of Nonlinear Model Parameters for Resilient Modulus of Base Materials Using Index Properties -- Performance Evaluation of Cement Treated\/Stabilized Very Weak Subgrade Soils -- Resilient Behaviors of Compacted and Unsaturated Subgrade Materials -- Resistivity and Hydraulic Conductivity of Fouled Railroad Ballast -- Use of Hemp Fibers in Sustainable Compacted Clay Systems -- Variability of Moisture Content Measurement Devices on Subgrade Soils -- Aspects Related to the Small Strain Shear Modulus Behavior of Compacted Soils Subjected to Wetting and Drying -- Compression Behavior of Unsaturated Clay under High Stresses -- Impact of Strain Rate on the Shear Strength and Pore Water Pressure Generation of Saturated and Unsaturated Compacted Clay -- Predicting the Variation of Resilient Modulus with Respect to Suction Using the Soil-Water Characteristic Curve as a Tool -- Comparison of Culvert Load Ratings Calculated by Three Methods -- Effects of Heterogeneous and Anisotropic Properties of Municipal Solid Waste on Leachate Distribution and Slope Stability of Bioreactor Landfills -- Foundation Soil Response to Wind Turbine Generator Loading -- Influence of Void Ratio on Static Soil-Structure Frictional Resistance of Dry and Saturated Sand -- Plane Strain Versus Axisymmetric Modeling of the Natomas Levees A Case Study.<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:description<\/a> \"Recent Advances in Calculation of Shaft Resistance of Drilled-Displacement Piles -- Temperature Prediction Modeling and Thermal Integrity Profiling of Drilled Shafts -- Thermal Integrity Profiling and Crosshole Sonic Logging of Drilled Shafts with Artificial Defects -- Self-Learning Framework for Estimating Load Transfer Curves from Uninstrumented Pile Loading Tests -- Antioxidant Depletion in HDPE Geomembranes Exposed to Low-Level Radioactive Waste Leachate -- Barrier Performance of Bentonite-Polyacrylate Nanocomposite to Artificial Ocean Water -- Case Study : Construction and In Situ Hydraulic Conductivity Evaluation of a Deep Soil-Cement-Bentonite Cutoff Wall -- Effects of Biochar-Amendment to Landfill Cover Soil on Microbial Methane Oxidation : Initial Results -- Field-Scale Unsaturated Hydraulic Properties of Compacted and Uncompacted Earthen Covers -- Hydraulic Conductivity of Sand-Bentonite Backfills Containing HYPER Clay -- Influence of Compaction Degree on Membrane Behavior of Compacted Clay Amended with Bentonite -- Long-Term Performance of a Capillary-Barrier Cover with Unsaturated Drainage Layer in a Humid Climate -- Membrane Behavior of Unsaturated Bentonite Barriers -- Methodology to Evaluate the Geotechnical Stability of a Subaqueous Cap Placed on Soft Sediments -- Organic Contaminant Sorption and Diffusion in Engineered Clays with Organoclay Additives Understanding Barrier Performance at the Molecular Level -- Radionuclide Behavior in Low-Level Radioactive Waste (LLW) Disposal Barrier Materials : Impacts of Sorption -- Swell Behavior of Organo Clay and Organo Clay-Bentonite Mixtures -- Use of GCL to Mitigate Shear-Induced Damage to Geomembrane from Gravel in Underlying Compacted Clay -- Volatile Organic Compound (VOC) Transport through a Composite Liner with Co-Extruded Geomembrane Containing Ethylene Vinyl-Alcohol (EVOH).<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:editor<\/a> <http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Person\/abu_farsakh_murad_y_murad_yusuf_1961<\/a>> ; # Murad Yusuf Abu-Farsakh<\/span>\n\u00A0\u00A0\u00A0\nschema:editor<\/a> <http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Person\/yu_xiong_1974<\/a>> ; # Xiong Yu<\/span>\n\u00A0\u00A0\u00A0\nschema:editor<\/a> <http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Person\/hoyos_laureano_r_1972<\/a>> ; # Laureano R. Hoyos<\/span>\n\u00A0\u00A0\u00A0\nschema:exampleOfWork<\/a> <http:\/\/worldcat.org\/entity\/work\/id\/2198230824<\/a>> ;\u00A0\u00A0\u00A0\nschema:genre<\/a> \"Conference papers and proceedings<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:genre<\/a> \"Electronic books<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:genre<\/a> \"Conference publication<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:inLanguage<\/a> \"en<\/span>\" ;\u00A0\u00A0\u00A0\nschema:isPartOf<\/a> <http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Series\/gsp_series<\/a>> ; # GSP (Series) ;<\/span>\n\u00A0\u00A0\u00A0\nschema:isPartOf<\/a> <http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Series\/geotechnical_special_publication<\/a>> ; # Geotechnical special publication ;<\/span>\n\u00A0\u00A0\u00A0\nschema:name<\/a> \"Geo-Congress 2014 technical papers : geo-characterization and modeling for sustainability : proceedings of the 2014 Congress, February 23-26, 2014, Atlanta, Georgia<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\nschema:productID<\/a> \"876739820<\/span>\" ;\u00A0\u00A0\u00A0\nschema:url<\/a> <https:\/\/doi.org\/10.1061\/9780784413272<\/a>> ;\u00A0\u00A0\u00A0\nschema:url<\/a> <http:\/\/ascelibrary.org\/doi\/book\/10.1061\/9780784413272<\/a>> ;\u00A0\u00A0\u00A0\nwdrs:describedby<\/a> <http:\/\/www.worldcat.org\/title\/-\/oclc\/876739820<\/a>> ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n\n

Related Entities<\/h3>\n
<http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Meeting\/geo_congress_2014_atlanta_ga<\/a>> # Geo-Congress (2014 : Atlanta, Ga.)<\/span>\n\u00A0\u00A0\u00A0\u00A0a \nbgn:Meeting<\/a>, schema:Event<\/a> ;\u00A0\u00A0\u00A0\nschema:location<\/a> <http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Place\/atlanta_ga<\/a>> ; # Atlanta, Ga.)<\/span>\n\u00A0\u00A0\u00A0\nschema:name<\/a> \"Geo-Congress (2014 : Atlanta, Ga.)<\/span>\" ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n
<http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Organization\/american_society_of_civil_engineers<\/a>> # American Society of Civil Engineers,<\/span>\n\u00A0\u00A0\u00A0\u00A0a \nschema:Organization<\/a> ;\u00A0\u00A0\u00A0\nschema:name<\/a> \"American Society of Civil Engineers,<\/span>\" ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n
<http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Organization\/american_society_of_civil_engineers_geo_institute<\/a>> # American Society of Civil Engineers. Geo-Institute,<\/span>\n\u00A0\u00A0\u00A0\u00A0a \nschema:Organization<\/a> ;\u00A0\u00A0\u00A0\nschema:name<\/a> \"American Society of Civil Engineers. Geo-Institute,<\/span>\" ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n
<http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Person\/abu_farsakh_murad_y_murad_yusuf_1961<\/a>> # Murad Yusuf Abu-Farsakh<\/span>\n\u00A0\u00A0\u00A0\u00A0a \nschema:Person<\/a> ;\u00A0\u00A0\u00A0\nschema:birthDate<\/a> \"1961<\/span>\" ;\u00A0\u00A0\u00A0\nschema:familyName<\/a> \"Abu-Farsakh<\/span>\" ;\u00A0\u00A0\u00A0\nschema:givenName<\/a> \"Murad Yusuf<\/span>\" ;\u00A0\u00A0\u00A0\nschema:givenName<\/a> \"Murad Y.<\/span>\" ;\u00A0\u00A0\u00A0\nschema:name<\/a> \"Murad Yusuf Abu-Farsakh<\/span>\" ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n
<http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Person\/hoyos_laureano_r_1972<\/a>> # Laureano R. Hoyos<\/span>\n\u00A0\u00A0\u00A0\u00A0a \nschema:Person<\/a> ;\u00A0\u00A0\u00A0\nschema:birthDate<\/a> \"1972<\/span>\" ;\u00A0\u00A0\u00A0\nschema:familyName<\/a> \"Hoyos<\/span>\" ;\u00A0\u00A0\u00A0\nschema:givenName<\/a> \"Laureano R.<\/span>\" ;\u00A0\u00A0\u00A0\nschema:name<\/a> \"Laureano R. Hoyos<\/span>\" ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n
<http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Person\/yu_xiong_1974<\/a>> # Xiong Yu<\/span>\n\u00A0\u00A0\u00A0\u00A0a \nschema:Person<\/a> ;\u00A0\u00A0\u00A0\nschema:birthDate<\/a> \"1974<\/span>\" ;\u00A0\u00A0\u00A0\nschema:familyName<\/a> \"Yu<\/span>\" ;\u00A0\u00A0\u00A0\nschema:givenName<\/a> \"Xiong<\/span>\" ;\u00A0\u00A0\u00A0\nschema:name<\/a> \"Xiong Yu<\/span>\" ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n
<http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Place\/atlanta_ga<\/a>> # Atlanta, Ga.)<\/span>\n\u00A0\u00A0\u00A0\u00A0a \nschema:Place<\/a> ;\u00A0\u00A0\u00A0\nschema:name<\/a> \"Atlanta, Ga.)<\/span>\" ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n
<http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Series\/geotechnical_special_publication<\/a>> # Geotechnical special publication ;<\/span>\n\u00A0\u00A0\u00A0\u00A0a \nbgn:PublicationSeries<\/a> ;\u00A0\u00A0\u00A0\nschema:hasPart<\/a> <http:\/\/www.worldcat.org\/oclc\/876739820<\/a>> ; # Geo-Congress 2014 technical papers : geo-characterization and modeling for sustainability : proceedings of the 2014 Congress, February 23-26, 2014, Atlanta, Georgia<\/span>\n\u00A0\u00A0\u00A0\nschema:name<\/a> \"Geotechnical special publication ;<\/span>\" ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n
<http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Series\/gsp_series<\/a>> # GSP (Series) ;<\/span>\n\u00A0\u00A0\u00A0\u00A0a \nbgn:PublicationSeries<\/a> ;\u00A0\u00A0\u00A0\nschema:hasPart<\/a> <http:\/\/www.worldcat.org\/oclc\/876739820<\/a>> ; # Geo-Congress 2014 technical papers : geo-characterization and modeling for sustainability : proceedings of the 2014 Congress, February 23-26, 2014, Atlanta, Georgia<\/span>\n\u00A0\u00A0\u00A0\nschema:name<\/a> \"GSP (Series) ;<\/span>\" ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n
<http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Topic\/environmental_geotechnology<\/a>> # Environmental geotechnology<\/span>\n\u00A0\u00A0\u00A0\u00A0a \nschema:Intangible<\/a> ;\u00A0\u00A0\u00A0\nschema:name<\/a> \"Environmental geotechnology<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n
<http:\/\/experiment.worldcat.org\/entity\/work\/data\/2198230824#Topic\/geotechnical_engineering<\/a>> # Geotechnical engineering<\/span>\n\u00A0\u00A0\u00A0\u00A0a \nschema:Intangible<\/a> ;\u00A0\u00A0\u00A0\nschema:name<\/a> \"Geotechnical engineering<\/span>\"@en<\/a> ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n
<http:\/\/id.loc.gov\/vocabulary\/countries\/vau<\/a>>\u00A0\u00A0\u00A0\u00A0a \nschema:Place<\/a> ;\u00A0\u00A0\u00A0\ndcterms:identifier<\/a> \"vau<\/span>\" ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n
<http:\/\/www.worldcat.org\/title\/-\/oclc\/876739820<\/a>>\u00A0\u00A0\u00A0\u00A0a \ngenont:InformationResource<\/a>, genont:ContentTypeGenericResource<\/a> ;\u00A0\u00A0\u00A0\nschema:about<\/a> <http:\/\/www.worldcat.org\/oclc\/876739820<\/a>> ; # Geo-Congress 2014 technical papers : geo-characterization and modeling for sustainability : proceedings of the 2014 Congress, February 23-26, 2014, Atlanta, Georgia<\/span>\n\u00A0\u00A0\u00A0\nschema:dateModified<\/a> \"2019-06-28<\/span>\" ;\u00A0\u00A0\u00A0\nvoid:inDataset<\/a> <http:\/\/purl.oclc.org\/dataset\/WorldCat<\/a>> ;\u00A0\u00A0\u00A0\u00A0.\n\n\n<\/div>\n