Ground improvement and geosynthetics : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China

Content: Durability of Cement Treated Clay with Air Foam Used in Water Front Structures --
An Economical, Practical and Environmental Friendly Surcharge Preloading Method to Improve Soft Ground of Municipal Road --
Estimation of Strength Gain Due to Consolidation --
Numerical Study on the Deformation and Failure of Reinforced Sand Retaining Walls Subjected to the Vertical Load --
Development of Reinforced Soil Structure with Pile Foundation --
Piled Geo-Wall --
Limit Analysis of Reinforced Soil Slopes Based on Composite Reinforcement Mechanism --
Comparison of Performance between Cross Shaped and Conventional Deep Mixed Columns for Three-Layered Soft Ground Improvement under Embankment Load --
A New Method for Settlement Calculation of Long-Short Piles Combined Composite Foundation --
Experimental Study on Vertical Bearing Behavior of Composite Foundation with Tapered Rigid Pile --
Implementation of Optimized Soil Improvement Techniques for a Giga Project --
Experimental Study on Shear Strength Behavior of Shredded Tyre-Reinforced Sand --
Numerical Analysis of Lateral Behavior of Rigid Piles to Support Embankments --
Settlement Behavior of Highway Transition Sections on Soft Clay Foundation --
Consolidating Dredge Soil by Combining Vacuum and Dynamic Compaction Effort --
Optimization of Deep Mixed Shear Walls for Stabilization of a Pile-Supported Flood Wall on Level Ground --
Heavy Structures Supported by Soil-Cement Columns --
Mechanical Properties of Used Tire Granulates, Sand and Cement Mixtures --
Fly Ash as a Dispersing Material in Cement Stabilization --
Strength Characteristics of a Local Red Soil Blended with Class F Fly Ash and Cement --
Mechanical Behavior of Compacted Geomaterial Changed from the Dredged Soil in Nagoya Port by Mixing with Some Stabilizers --
Effects of Organics on Stabilized Expansive Subgrade Soils --
Application of Gypsum Waste Plasterboard and Waste Plastic Trays to Enhance the Performance of Sandy Soil --
Effect of Placement Water Content on Strength of Temperature Cured Lime Treated Expansive Soil --
Utilization of Shredded Rubber Tires for Cement-Stabilized Soft Clays. Analysis on Load Transfer for Single Pile Composite Foundation under Embankments Based on Elastic Theory --
A Review of the Settlement of Stone Columns in Compressible Soils --
Field Test and Numerical Analysis on Performance Upgrade of Existing Rockfall Protection Fence by Using High Energy Absorption Net --
Numerical Modelling for Ground Improvement of Batter Micropiles on Liquefiable Soils --
Slope Stability Analysis for Embankment on Wash Pond Sediments with Prefabricated Wick Drains and Staged Construction --
Bridge Approach Settlements: Lessons Learned from Present Case Studies and Ground Improvement Solutions --
Analysis of the Influence of Embankment Widening on Soft Ground with Differential Settlements on Pavement Structure --
Improving Reinforced Soil Performance Incorporating Vertical Reinforcement --
Safety Problem of Freezing Projects in Saline Soils --
Large Scale Test on Improving Ultra Soft Soil Using Electro-Osmotic Method --
Finite Element Modeling of a Field-Scale Shored Mechanically Stabilized Earth Wall --
Bearing Capacities of Geogrid-Reinforced Sand Bases under Static Loading --
Performance Study of Geosynthetic Reinforced Soil Retaining Structures --
Stability Analysis of Geobelt-Reinforced Cushion Foundations --
Noise Barriers by Steep Vegetated Walls Reinforced with Geosynthetics : An Economical Alternative? --
Geosynthetics and Pavement Life Cycle: An Analysis through the M-E PDG --
Mechanical Behavior of Geosynthetic-Reinforced Soil Retaining Wall --
3D Parametric Study of Geosynthetic-Reinforced Column-Supported Embankments --
Prediction of Settlements of Geocell Reinforced Sand Foundations --
Investigation of Tire Chips-Sand Mixtures as Preventive Measure against Liquefaction --
Design Method for Flat Geotextile Tubes --
Laboratory Model Tests for a Strip Footing Supported on Geocell Reinforced Sand Bed --
Macro-Mesoscopic Study of the Interface between Sand and Geogrid --
Triaxial Compression and Extension Tests for Fiber-Reinforced Silty Sand.