06362cam a2200397Ia 450000500170000000800410001702000180005802000150007602000180009102000150010903500150012409000240013911100680016324501850023124601660041626000630058230000840064549000480072950400510077750540900082852004050491852001590532365000320548265000320551465000420554670000210558870000240560970000210563371000410565471000570569585601310575290700250588390200110590899800280591999900170594720260818085914.0100716s2010    vauab   ob    101 0 eng    a9780784473450  a0784473455  a9781680155976  a1680155970  a.b12237401  aTA710.A1bG368 20102 aGeoShanghai International Conferenced(2010 :cShanghai, China)10aDeep foundations and geotechnical in situ testing :bproceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China /cedited by Robert Y. Liang, Feng Zhang, Ke Yang.1 iTitle from table of contents screen:aDeep foundations and geotechnical in situ testing (GSP 205) :bproceedings of the 2010 GeoShanghai International Conference  aReston, Va. :bAmerican Society of Civil Engineers,c2010.  a1 online resource (391 pages) :billustrations (some color), maps (some color).1 aGeotechnical special publication ;vno. 205  aIncludes bibliographical references and index.0 aBearing Capacity and Deformation Characteristics of Uplift Piles in Soft Ground -- 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 -- 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 -- 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 -- 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 -- 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 -- Model Test Research on the Compaction Effect of Jacked Pile in Layered Soil -- Numerical Simulation Study on Use of Groove in Controlling Compacting Effects of Jacked Pile -- Effects of Cyclic Frequency and Pre-Loading on Behaviour of Plate Anchors -- Displacement Field of an Uplifting Anchor in Sand -- Uplift Capacity of Pile Anchors in Cohesionless Soil -- Study on Bearing Behaviors of Single Axially Loaded SDCM Pile -- Experimental Study and Engineering Practice of Rammed Concrete Pile -- Centrifuge Study on Ultra-Deep Foundation Pit Excavation in Soft Ground -- Numerical Analysis on Ground Behavior for Construction of Displacement Pile -- Numerical Simulations on a Tube-Installed Displacement Pile in Sand Using Stress-Controlled Method -- Investigation on the Requirements regarding the Minimum Embedded Length of Monopiles -- Effects of PCC Pile Spacing on Expressway Embankment Settlement Control -- Strength and Deformation Characteristics of Lagoonal Clay Deposits in Lixia River Area by Seismic Piezocone Tests -- Monitoring In-Situ Soil Moisture Variations of Expansive Clay Using Neutron Probes -- Correlating Vane Shear Results with Undrained Strength Parameters for Slope Stability Analysis -- Soft Clay Erosion and Its Undrained Shear Strength Measurements -- Estimation of In-Situ Strength for Sandy Soils Using CPT Cone Resistance -- Interpretation of Piezocone Tests in Venetian Silty Soils and the Issue of Partial Drainage -- Cylindrical Cavity Expansion from a Finite Radius -- Identification of Soil Stratigraphy of Soft Deposit in Shanghai from CPTU Test.  aThis Geotechnical Special Publication, Deep Foundations and Geotechnical in Situ Testing, 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.  aThe papers in this publication were presented during the GeoShanghai 2010 International Conference held in Shanghai, China, June 3-5, 2010. --Book Jacket. 0aSoil mechanicsvCongresses. 0aSoilsxTestingvCongresses. 0aDeformations (Mechanics)vCongresses.1 aLiang, Robert Y.1 aZhang, Feng,d1959-1 aYang, Ke,d1978-2 aAmerican Society of Civil Engineers.2 aAmerican Society of Civil Engineers.bGeo-Institute.403Download: Knoveluhttps://app.knovel.com/hotlink/toc/id:kpDFGTPSG1/deep-foundations-geotechnical/deep-foundations-geotechnical  a.b12237401bmngc cn  a251209  b0c190207deeh  fng0  c26179d26179