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Author GeoShanghai International Conference (2010)

Title Ground improvement and geosynthetics : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China / edited by Anand Puppala [and others]
Published Reston, Va. : American Society of Civil Engineers : Geo-Institute, [2010]
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Description 1 online resource (x, 380 pages) : illustrations
Series Geotechnical special publication ; no. 207
Geotechnical special publication ; no. 207
Contents 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
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
Notes "Hosted by Tongji University; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China ; in cooperation with Alaska University Transportation Center, USA; ASCE Geo-Institute, USA; Deep Foundation Institute, USA; East China Architectural Design & Research Institute Company, China; Georgia Institute of Technology, USA; Nagoya Institute of Technology, Japan; Transportation Research Board (TRB), USA; The University of Newcastle, Australia; The University of Illinois at Urbana-Champaign, USA; The University of Kansas, USA; The University of Tennessee, USA; Vienna University of Natural Resources and Applied Life Sciences, Austria."
Bibliography Includes bibliographical references and indexes
Notes Print version record
Subject Earthwork -- Materials -- Congresses.
Geosynthetics -- Congresses.
Soil stabilization -- Congresses.
Genre/Form Conference papers and proceedings.
Conference papers and proceedings.
Form Electronic book
Author Puppala, Anand J.
American Society of Civil Engineers.
ISBN 0784473471 (electronic bk.)
1628705914 (electronic bk.)
9780784473474 (electronic bk.)
9781628705911 (electronic bk.)