Coverart for item
The Resource Deep foundations and geotechnical in situ testing : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China, edited by Robert Y. Liang, Feng Zhang, Ke Yang

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

Label
Deep foundations and geotechnical in situ testing : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China
Title
Deep foundations and geotechnical in situ testing
Title remainder
proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China
Statement of responsibility
edited by Robert Y. Liang, Feng Zhang, Ke Yang
Title variation
Deep foundations and geotechnical in situ testing (GSP 205)
Title variation remainder
proceedings of the 2010 GeoShanghai International Conference
Creator
Contributor
Subject
Genre
Language
eng
Member of
Cataloging source
CUS
Illustrations
  • illustrations
  • maps
Index
index present
Literary form
non fiction
Nature of contents
  • dictionaries
  • bibliography
Series statement
Geotechnical special publication
Series volume
no. 205
Deep foundations and geotechnical in situ testing : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China, edited by Robert Y. Liang, Feng Zhang, Ke Yang
Label
Deep foundations and geotechnical in situ testing : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China, edited by Robert Y. Liang, Feng Zhang, Ke Yang
Link
http://libproxy.rpi.edu/login?url=http://app.knovel.com/hotlink/toc/id:kpDFGTPSG1/deep-foundations-and
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Bibliography note
Includes bibliographical references and index
Carrier category
online resource
Carrier category code
cr
Carrier MARC source
rdacarrier
Content category
text
Content type code
txt
Content type MARC source
rdacontent
Contents
Bearing 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
http://library.link/vocab/cover_art
https://contentcafe2.btol.com/ContentCafe/Jacket.aspx?Return=1&Type=S&Value=9780784473450&userID=ebsco-test&password=ebsco-test
Dimensions
unknown
http://library.link/vocab/discovery_link
{'f': 'http://opac.lib.rpi.edu/record=b3752982'}
Extent
1 online resource (391 pages)
Form of item
online
Isbn
9780784473450
Media category
computer
Media MARC source
rdamedia
Media type code
c
Other physical details
illustrations (some color), maps (some color).
Sound
unknown sound
Specific material designation
remote

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