Instrumentation, testing, and modeling of soil and rock behavior : selected papers from the GeoHunan 2011 International Conference (eBook, 2011) [WorldCat.org]
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Instrumentation, testing, and modeling of soil and rock behavior : selected papers from the GeoHunan 2011 International Conference
Proceedings of the GeoHunan International Conference II: Emerging Technologies for Design, Construction, Rehabilitation, and Inspection of Transportation Infrastructure, held in Hunan, China, June 9-11, 2011. This Geotechnical Special Publication contains 42 papers addressing contemporary geotechnical subjects. Topics include: physical, numerical, and constitutive modeling of soil behavior; soil behavior and laboratory testing; soils and rock instrumentation, behavior, and modeling; and forensic engineering.Read more...
Embedment Depth Influence on an Uplifting Anchor --
Elucidating the Uplift Behavior of Underreamed Anchor Groups in Sand --
Measured Building Settlements Due to Excavation in Soft Clays --
Feasibility of Using Expansive Soil as Embankment Fill in the Construction of Nanning Outer Ring Expressway : A Demonstration Study --
Rational Approximation for Uni-Dimensional Consolidation Differential Equation of Saturated Soil --
Treatments against Longitudinal Cracks on Cement Concrete Pavements --
Study on Damage of Jointed Rock Tunnel by Stochastic Fractures --
Roadbed Deformation Rule and Assessment of Slab Track on Railway Passenger Special Line --
Characterizing the Influence of the Evolution of Length Scale on the Strain Localization in Cosserat Media --
A Consolidation Model of Soil Dealt with the Variation of Consolidation State --
Study on Shear Strength Tests and Uniformed Constitutive Model of Shear Stress-Shear Displacement for Unsaturated Soils --
Experimental and Modeling Studies of Resilient Modulus of Cohesive Soils in Shanghai --
Microscale Analysis of Direct Shear Test Using Discrete Numerical Method --
Numerical Simulation of Undrained Triaxial Test Using 3D Discrete Element Modeling --
Modeling of Rheological Behavior of Geomaterials Based on Fractional Viscoelastic Equation with Variable Parameters --
The Ubiquitous-Joint Model and Its Application in Predicting the Strength of Stratified Rock --
Energy-Based Method for Analyzing the Collapse Characteristics of Silt Subjected to Changes of Principal Stress Orientation --
Modeling the Stress-Displacement Response and Crack Behavior of a Bi-Block Ballast-Less Track under Temperature and Shrinkage Loading --
Undrained Creep Behavior of a Silty Clay in Triaxial Tests --
Evaluation of Pre-Consolidation Stress Determination Methods --
Study of Effective Friction Angle of Normally Consolidated Soils --
Study of Landslides in Multilayer Soils --
Study of Interparticle Ultimate Shear Stress in Soils --
Research on Triaxial Shear Properties of Glass Fiber Cement Soil --
True Triaxial Experimental Study of Stress-Induced Anisotropy of Sand --
Properties of Circulating Fluidized Bed Combustion Ash and Pulverized Coal Bottom Ash Used for Backfill --
Frost Heave Mitigation by Incorporating Expanded Polystyrene Bead into Earth Fill --
Characterization of Crushed Rock-Concrete Interface Behavior through the Parallel Gradation Technique --
Laboratory Study on Soil Shear Strength under Unloading Conditions --
Characterizing Lateral Soil-Structure Interaction of Drilled Shaft in Rock --
Numerical Simulation of Triaxial Test on the Dense Sand by DEM --
Modeling Unbound Granular Materials under Complex Stress Paths --
Creep Numerical Analysis of Bedded Rock Salt Gas Storage --
Construction on Expansive Soils in Semi Arid Zone --
Verification of Scientificity and Rationality of Three Indices for Classification of Expansive Soil Filler --
Analysis on Improvement Effect of Expansive Soil by Soil-Water Characteristic Curve --
Theoretical Analysis and Research on Soil Disturbance by Sampling Penetration in Soft Soil Area --
Development of Nuclear Density Transducer for Measuring Cement Pulverized Fuel Ash Grout with High Accuracy --
A Simple Method of Rock Properties Testing --
Pavement Premature Failure on a Moisture Susceptible Base --
A Study of Defective Roadway Infrastructure Leading to Government Compensation --
Grain Incipient Motion Considering Randomness of Grain Location.
Instrumentation, testing, and modeling of soil and rock behavior (GSP 222) proceedings of the 2011 GeoHunan International Conference, June 9-11, 2011 Hunan, China
Responsibility:
editors Louis Ge [and others].
Abstract:
Proceedings of the GeoHunan International Conference II: Emerging Technologies for Design, Construction, Rehabilitation, and Inspection of Transportation Infrastructure, held in Hunan, China, June 9-11, 2011. This Geotechnical Special Publication contains 42 papers addressing contemporary geotechnical subjects. Topics include: physical, numerical, and constitutive modeling of soil behavior; soil behavior and laboratory testing; soils and rock instrumentation, behavior, and modeling; and forensic engineering.
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