Find a copy online
Links to this item
Find a copy in the library
Finding libraries that hold this item...
Details
| 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: |
Jie Han; American Society of Civil Engineers. Geo-Institute.; American Society of Civil Engineers. |
| ISBN: | 9780784413401 0784413401 |
| OCLC Number: | 887174509 |
| Description: | 1 online resource (566 pages) : illustrations (some color). |
| Contents: | Ground Improvement for Rail, Port and Road Infrastructure From Theory to Practice -- Design Charts for Foundation System Reinforced with Peripheral Vertical Inserts -- Numerical Analysis of Piled Embankments on Soft Soils -- Experiment Research of Bearing Behavior on Lime-Soil Pile and CFG Pile Rigid-Flexible Pile Composite Subgrade -- Numerical Analyses of Soil Arching in Rigid Pile Supported Embankments -- A Note on Pile Length Optimization of Pile Groups Considering the Non-Linear Behavior of Piles -- Vibro-Replacement Ground Improvement within Layered and Interbedded Variably Cemented Sedimentary Limestone and Granular Soils -- Numerical Analysis of Failure Modes of Deep Mixed Column-Supported Embankments on Soft Soils -- Experimental Study on Horizontal Bearing Capacity of Cement-Soil Pile Reinforced with Fiberglass Geogrid -- Consolidation of Soft Foundations Treated with Composite Columns -- Current State of the Art in Jet Grouting for Stabilizing Soft Soil -- Laboratory Tests and Numerical Analysis on the Grouting Reinforcement Effect for Soft-Soil Subgrade Settlement of High-Speed Railway -- Jet Grouting for the Mitigation of Excavation Wall Movements in Glacial Silts -- Effect of Volcanic Ash Utilization As Substitution Material for Soil Stabilization in View Point of Geo-Environment -- Initial Investigation of Soil Stabilization with Calcined Dolomite-GGBS Blends. Laboratory Research on Resilient Modulus of Lime-Stabilized Soil -- Modelling Behaviour of Cemented Clay Capturing Cementation Degradation -- Experimental Investigation of Sand-Nanosilica Mixture under Long-Term Unfavourable Environments -- Experimental Study of Electro-Osmosis Consolidation of Soft Clay under Anode Follow-Up -- Influence of Polarity Reversal and Current Intermittence on Electro-Osmosis -- Numerical Modeling of Artificial Ground Freezing : Multiphase Modeling and Strength Upscaling -- Study on Strength Characteristics and Microcosmic Mechanism of Silt Improved by Lignin-Based Bio-Energy Coproducts -- Case Study of Ground Improvement to Qianhai Reclamation Area, Qianhai Bay, Shenzhen -- Model Test of Soft Soil Improved by High Energy Dynamic Replacement Method -- Durability Studies on Native Soil-Based Controlled Low Strength Materials -- Impact Roller Compaction of Dry Sand in Laboratory Tests -- Improving Expansive Shale Behaviour Using Soil Replacement and Rock Fill -- Subgrade Performance and Treatment of Silty Clay with Low Liquid Limit in Widening -- Protection of Buried Pipelines Using a Combination of Geocell and Geogrid Reinforcement : Experimental Studies -- Study of Geogrid Reinforcement Using Two-Dimensional Discrete Element Method -- Model Tests of Subsidence of the Reinforced Soil over Voids -- Model Studies on Geocell Reinforced Granular Sub-Bases -- Behavior of Geogrid Reinforced Ballast at Different Levels of Degradation. Vegetation Tests of Geocell-Reinforced Unpaved Shoulders -- Experimental Study on Resilient Behavior of Triaxial Geogrid-Stabilized Unpaved Roads -- Evaluating Geogrid Performance with Loaded Wheel Tester -- Application of Jute Geotextiles for Rural Road Pavement Construction -- Effect of Reinforcement Form on the Pullout Resistance of Reinforced Sand -- Behaviour of Prestressed Reinforced Foundation Beds Overlying Weak Soil -- Comparison of Strip-reinforced with H-V Reinforced Foundation Using FEM -- Stabilization of Erodible Slopes with Geofibers and Nontraditional Liquid Additives -- Behavior of Strip Footing on Fiber-Reinforced Model Slopes -- Seismic Parametric Study of the FoGuang Geosynthetic Reinforced Slope -- Analytical Study for Geosynthetic Reinforced Embankment on Elastic Foundation. Research on the Anchorage-Reinforced Technology in the Highway Subgrade Widening Projects -- A Case Study of MSE Wall Stability : Comparison of Limit Equilibrium and Numerical Methods -- Reinforced Soil Retaining Walls in the Mina Al Fajer Resort Project, Fujairah, UAE -- Influence of Leveling Pad Interface Properties on Soil Reinforcement Loads for Walls on Rigid Foundations -- Numerical Simulations for Response of MSE Wall-Supported Bridge Abutments to Vertical Load -- Analytical and Numerical Studies of Geosynthetic Tubes Resting on Deformable Foundations -- Compensated Raft Foundation on a Preloaded Soil Improved by Vertical Drains -- Numerical Simulation of EPS Geofoam as Compressible Inclusions in Fly Ash Backfill Retaining Walls -- Effects of Confinement on the Stress-Strain Behavior of EPS Geofoam -- Protection of Pipelines and Buried Structures Using EPS Geofoam -- Behavior Improvement of Raft Foundation on Port-Said Soft Clay Utilizing Geofoam. |
| Series Title: | Geotechnical special publication, no. 238. |
| Responsibility: | sponsored by the Geo-Institute of the American Society of Civil Engineers ; edited by, Jie Han, Ph. D., P.E., [and four others]. |
Reviews
User-contributed reviews
Add a review and share your thoughts with other readers.
Be the first.
Add a review and share your thoughts with other readers.
Be the first.
Tags
Add tags for "Ground improvement and geosynthetics : selected papers from the proceedings of the 2014 Geoshanghai International Congress, May 26-28, 2014, Shanghai, China".
Be the first.
Similar Items
Related Subjects:(6)
- Soil stabilization -- Congresses.
- Geosynthetics -- Congresses.
- Earthwork -- Materials -- Congresses.
- Earthwork -- Materials.
- Geosynthetics.
- Soil stabilization.
User lists with this item (1)
- China Art 2014(500 items)
by yuejia updated 2016-04-20
