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[null,"1.","Record Nr.",null,"UNINA9911004843703321"]
[null,null,"Titolo",null,"Ground improvement and geosynthetics : proceedings of the GeoShanghai 2010 International Conference, June 3-5, 2010, Shanghai, China / / edited by Anand Puppala ... [et al.]"]
[null,null,"Pubbl/distr/stampa",null,"Reston, VA, : American Society of Civil Engineers, c2010"]
[null,null,"ISBN",null,"1-62870-591-4"]
[{"$nulls":4},"0-7844-7347-1"]
[null,null,"Descrizione fisica",null,"1 online resource (391 p.)"]
[null,null,"Collana",null,"Geotechnical special publication ; ; 207"]
[null,null,"Disciplina",null,"624.151363"]
[null,null,"Soggetti",null,"Soil stabilization"]
[{"$nulls":4},"Geosynthetics"]
[{"$nulls":4},"Earthwork - Materials"]
[null,null,"Lingua di pubblicazione",null,"Inglese"]
[null,null,"Formato",null,"Materiale a stampa"]
[null,null,null,"Livello bibliografico","Monografia"]
[null,null,null,"Note generali","Description based upon print version of record."]
[null,null,null,"Nota di bibliografia","Includes bibliographical references and index."]
[null,null,"Nota di contenuto",null,"\"\"Cover\"\"; \"\"Contents\"\"; \"\"Keynote Lecture Paper\"\"; \"\"Durability of Cement Treated Clay with Air Foam Used in Water Front Structures\"\"; \"\"Ground Improvement\"\"; \"\"An Economical, Practical, and Environmental Friendly Surcharge Preloading Method to Improve Soft Ground of Municipal Road\"\"; \"\"Estimation of Strength Gain Due to Consolidation\"\"; \"\"Numerical Study on the Deformation and Failure of Reinforced Sand Retaining Walls Subjected to the Vertical Load\"\"; \"\"Development of Reinforced Soil Structure with Pile Foundation: Piled Geo-Wall\"\""]
[{"$nulls":4},"\"\"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\"\""]
[{"$nulls":4},"\"\"Numerical Analysis of Lateral Behavior of Rigid Piles to Support Embankments\"\"\"\"Settlement Behavior of Highway Transition Sections on Soft Clay Foundation\"\"; \"\"Consolidating Dredge Soil by Combining Vacuum and Dynamic Compaction Effort\"\"; \"\"Chemical Modification "]
[{"$nulls":4},"Methods\"\"; \"\"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\"\""]
[{"$nulls":4},"\"\"Strength Characteristics of a Local Red Soil Blended with Class F Fly Ash and Cement\"\"\"\"Mechanical Behavior of Compacted Geomaterial Changed from the Dredged Soil in Nagoya Port by Mixing with Some Stabilizers\"\"; \"\"Effects of Organics on Stabilized Expansive Subgrade Soils\"\"; \"\"Application of Gypsum Waste Plasterboard and Waste Plastic Trays to Enhance the Performance of Sandy Soil\"\"; \"\"Effect of Placement Water Content on Strength of Temperature Cured Lime Treated Expansive Soil\"\"; \"\"Utilization of Shredded Rubber Tires for Cement-Stabilized Soft Clays\"\"; \"\"Other Modification Methods\"\""]
[{"$nulls":4},"\"\"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\"\""]
[{"$nulls":4},"\"\"Bridge Approach Settlements: Lessons Learned from Present Case Studies and Ground Improvement Solutions\"\""]
[null,null,null,"Sommario/riassunto","Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Center, USA; Geo-Institute of ASCE, USA; Deep Foundation Institute, USA; East China Architectural Design and Research Institute Company, China; Georgia Institute of Technology, USA; Nagoya Institute of Technology, Japan; Transportation Research Board, USA; University of Newcastle, Australia; University of Illinois at Urbana-Champaign, USA; University of Kansas, USA; University of Tennessee, USA; Vienna University of Natural Resources and Applied Life Sciences, Austria. This Geotechnical Special Publication contains 48 papers presenting the most current research on ground improvement and geosynthetics. Topics include: ground improvement, especially with regard to unstable ground; soft soils; expansive soils; collapsible soils; reclaimed soils; contaminated soils; and others. Papers analyze improvement methods including mechanical and hydraulic methods, chemical stabilization methods in both shallow and deep ground, and reinforcement methods using geosynthetics."]