Deep foundations and geotechnical in situ testing : proceedings of the GeoShanghai 2010 International Conference, June 3-5, 2010, Shanghai, China / / edited by Robert Y. Liang, Feng Zhang, Ke Yang

• Pubblicazione: [Reston, VA], : American Society of Civil Engineers, 2010
• Descrizione fisica: 1 online resource (407 p.)
• Disciplina: 624.15
• Soggetto topico: Soil mechanics; Soils - Testing; Deformations (Mechanics)
• Altri autori: LiangRobert Y ZhangFeng <1959-> YangKe <1978->
• Note generali: Description based upon print version of record.
• Nota di bibliografia: Includes bibliographical references and index.
• Nota di contenuto: ""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"" ; ""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"" ; ""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"" ; ""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""; ""Section 3: Innovative Foundations""; ""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""
• 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 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.
• Titolo autorizzato: Deep foundations and geotechnical in situ testing
• ISBN: 1-68015-597-0; 0-7844-7345-5
• Formato: Materiale a stampa
• Livello bibliografico: Monografia
• Lingua di pubblicazione: Inglese
• Record Nr.: 9911004848403321
• Lo trovi qui: Univ. Federico II
• Serie: Geotechnical special publication ; ; no. 205.