LEADER 06242nam 2200709Ia 450 001 9911004848403321 005 20200520144314.0 010 $a1-68015-597-0 010 $a0-7844-7345-5 035 $a(CKB)2480000000004966 035 $a(EBL)3115563 035 $a(SSID)ssj0000652789 035 $a(PQKBManifestationID)12256320 035 $a(PQKBTitleCode)TC0000652789 035 $a(PQKBWorkID)10641647 035 $a(PQKB)11084161 035 $a(MiAaPQ)EBC3115563 035 $a(Au-PeEL)EBL3115563 035 $a(CaPaEBR)ebr10556335 035 $a(OCoLC)648147012 035 $a(ASCE)10.1061/9780784411063 035 $a(EXLCZ)992480000000004966 100 $a20100716d2010 uy 0 101 0 $aeng 135 $aurcn||||||||| 181 $ctxt 182 $cc 183 $acr 200 10$aDeep foundations and geotechnical in situ testing $eproceedings of the GeoShanghai 2010 International Conference, June 3-5, 2010, Shanghai, China /$fedited by Robert Y. Liang, Feng Zhang, Ke Yang 210 $a[Reston, VA] $cAmerican Society of Civil Engineers$d2010 215 $a1 online resource (407 p.) 225 1 $aGeotechnical special publication ;$vno. 205 300 $aDescription based upon print version of record. 311 $a0-7844-1106-9 320 $aIncludes bibliographical references and index. 327 $a""Cover""; ""Contents""; ""Keynote Paper""; ""Bearing Capacity and Deformation Characteristics of Uplift Piles in Soft Ground""; ""Section 1: Piled Raft System and Soil-Structure Interaction""; ""Settlement and Load Sharing of Piled Raft of a 162 m High Residential Tower""; ""Effect of Pile Configuration and Load Type on Piled Raft Foundations Performance""; ""A Study on Time-Effects of Piled Raft System by Using Computational Methods""; ""Structural Characteristics and Design Technical Keys of Wind Turbine Foundation in Shanghai Donghai-Bridge Offshore Wind Farm"" 327 $a""Coupled Foundation-Superstructure Analysis and Influence of Building Stiffness on Foundation Response""""Observation of Pile-Soil-Interaction during Cyclic Axial Loading Using Particle Image Velocimetry""; ""Analysis of Bridge Response Considering Water-Soil-Pile-Structure Interaction under a Scoured Condition""; ""Nonlinear Dynamic Soil Micropile-Structure Interactions: Centrifuge Tests and FEM Analyses""; ""The Effect of Soil-Pile Separation on the Transfer and Impedance Functions""; ""Numerical Simulation of Pile-Soil-Structure Interaction under Dynamic Loading"" 327 $a""Section 2: Deep Foundations""""Influence of Pile Geometry on Internal Sand Displacement around a Laterally Loaded Pile Using Transparent Soil""; ""Soil-Water Coupling Analysis of Real-Scale Field Test for 9-Pile Foundation Subjected to Cyclic Horizontal Loading""; ""Pile Diameter Effect on Bending Behaviour of Piles in Clay under Earthquake Loads""; ""Predictions of Pile Setup and Its Resistance Factors for South Louisiana""; ""Experimental Study of Model Piles Socketed into Rock with a Hanging Base""; ""The Behavior of a Single Pile under Cyclic Axial Loads"" 327 $a""Axial Pile Resistance of Different Pile Types Based on Empirical Values""""Optical Model Test on Work Mechanism of Single Pile with Cap""; ""Analysis of Stability of Super-Long Bored Pile Considering Resistance of Soil on the Side of Pile""; ""Nonlinear Buckling Analysis of Piles with High-Rise Pile Cap""; ""Study on Transfer Behavior of Negative Friction of Single Pile in Two-Layer Soil""; ""Observations on Viscosity Reduction of PHPA Polymer Support Fluids""; ""An Analytical Solution to Transform O-Cell Pile Test Data into Conventional Load-Settlement Curve"" 327 $a""Drilled Shaft Response in Piedmont Residuum Using Elastic Continuum Analysis and Seismic Piezocone Tests""""Axial Capacity of Drilled Shafts in Clay over Gravel Formation""; ""Evaluation of Axial Capacity of Post Grouted Drilled Shafts""; ""Numerical Simulation for Wave Propagation in Pile Integrity Test""; ""Construction Technologies of Super-Long Pile Foundation in Hangzhou Bay Bridge""; ""Section 3: Innovative Foundations""; ""Model Test Research on the Compaction Effect of Jacked Pile in Layered Soil"" 327 $a""Numerical Simulation Study on Use of Groove in Controlling Compacting Effects of Jacked Pile"" 330 3 $aProceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Center, USA; Geo-Institute of ASCE, USA; Deep Foundation Institute, USA; East China Architectural Design and Research Institute Company, China; Georgia Institute of Technology, USA; Nagoya Institute of Technology, Japan; Transportation Research Board, USA; University of Newcastle, Australia; University of Illinois at Urbana-Champaign, USA; University of Kansas, USA; University of Tennessee, USA; Vienna University of Natural Resources and Applied Life Sciences, Austria. This Geotechnical Special Publication contains 49 papers examining the areas of deep foundations and in situ geotechnical testing and monitoring techniques. This proceedings offers the latest and most current thinking on topics such as piled raft system and soil-structure interaction; deep foundations; innovative foundations; and in situ testing. 410 0$aGeotechnical special publication ;$vno. 205. 606 $aSoil mechanics$vCongresses 606 $aSoils$xTesting$vCongresses 606 $aDeformations (Mechanics)$vCongresses 615 0$aSoil mechanics 615 0$aSoils$xTesting 615 0$aDeformations (Mechanics) 676 $a624.15 701 $aLiang$b Robert Y$01825131 701 $aZhang$b Feng$f1959-$01062685 701 $aYang$b Ke$f1978-$01825132 712 02$aAmerican Society of Civil Engineers. 712 12$aGeoShanghai International Conference 801 0$bMiAaPQ 801 1$bMiAaPQ 801 2$bMiAaPQ 906 $aBOOK 912 $a9911004848403321 996 $aDeep foundations and geotechnical in situ testing$94392635 997 $aUNINA