The Resource 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, (electronic resource)

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, (electronic resource)

Label
Deep foundations and geotechnical in situ testing : proceedings of the GeoShanghai 2010 International Conference, June 3-5, 2010, Shanghai, China
Title
Deep foundations and geotechnical in situ testing
Title remainder
proceedings of the GeoShanghai 2010 International Conference, June 3-5, 2010, Shanghai, China
Statement of responsibility
edited by Robert Y. Liang, Feng Zhang, Ke Yang
Creator
Contributor
Subject
Genre
Language
  • eng
  • eng
Member of
Cataloging source
MiAaPQ
http://bibfra.me/vocab/relation/corporateauthor
WSplbPFcsPs
Dewey number
624.15
Illustrations
  • illustrations
  • maps
Index
index present
Language note
English
LC call number
TA710.A1
LC item number
D44 2010
Literary form
non fiction
http://bibfra.me/vocab/lite/meetingDate
2010
http://bibfra.me/vocab/lite/meetingName
GeoShanghai International Conference
Nature of contents
  • dictionaries
  • bibliography
http://bibfra.me/vocab/lite/organizationName
GeoShanghai International Conference
http://library.link/vocab/relatedWorkOrContributorDate
  • 1959-
  • 1978-
http://library.link/vocab/relatedWorkOrContributorName
  • GeoShanghai International Conference
  • American Society of Civil Engineers
  • Liang, Robert Y
  • Zhang, Feng
  • Yang, Ke
Series statement
Geotechnical special publication
Series volume
no. 205
http://library.link/vocab/subjectName
  • Soil mechanics
  • Soils
  • Deformations (Mechanics)
Label
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, (electronic resource)
Instantiates
Publication
Note
Description based upon print version of record
Bibliography note
Includes bibliographical references and index
Carrier category
online resource
Carrier category code
cr
Content category
text
Content type code
txt
Contents
  • ""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 Soilâ€?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""
Dimensions
unknown
Extent
1 online resource (407 p.)
Form of item
online
Isbn
9781680155976
Media category
computer
Media type code
c
Specific material designation
remote
System control number
  • (CKB)2480000000004966
  • (EBL)3115563
  • (SSID)ssj0000652789
  • (PQKBManifestationID)12256320
  • (PQKBTitleCode)TC0000652789
  • (PQKBWorkID)10641647
  • (PQKB)11084161
  • (MiAaPQ)EBC3115563
  • (EXLCZ)992480000000004966
Label
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, (electronic resource)
Publication
Note
Description based upon print version of record
Bibliography note
Includes bibliographical references and index
Carrier category
online resource
Carrier category code
cr
Content category
text
Content type code
txt
Contents
  • ""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 Soilâ€?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""
Dimensions
unknown
Extent
1 online resource (407 p.)
Form of item
online
Isbn
9781680155976
Media category
computer
Media type code
c
Specific material designation
remote
System control number
  • (CKB)2480000000004966
  • (EBL)3115563
  • (SSID)ssj0000652789
  • (PQKBManifestationID)12256320
  • (PQKBTitleCode)TC0000652789
  • (PQKBWorkID)10641647
  • (PQKB)11084161
  • (MiAaPQ)EBC3115563
  • (EXLCZ)992480000000004966

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