Deep foundations and geotechnical in situ testing [[electronic resource] ] : 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)
• Soggetto genere / forma: Electronic books.
• 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""
• 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.: 9910456248703321
• Lo trovi qui: Univ. Federico II
• Serie: Geotechnical special publication ; ; no. 205.