The Resource Advances in pile foundations, geosynthetics, geoinvestigations, and foundation failure analysis and repairs : selected papers from the GeoHunan 2011 International Conference, editors : Adam F. Sevi [and others]

Advances in pile foundations, geosynthetics, geoinvestigations, and foundation failure analysis and repairs : selected papers from the GeoHunan 2011 International Conference, editors : Adam F. Sevi [and others]

Label
Advances in pile foundations, geosynthetics, geoinvestigations, and foundation failure analysis and repairs : selected papers from the GeoHunan 2011 International Conference
Title
Advances in pile foundations, geosynthetics, geoinvestigations, and foundation failure analysis and repairs
Title remainder
selected papers from the GeoHunan 2011 International Conference
Statement of responsibility
editors : Adam F. Sevi [and others]
Title variation
Advances in pile foundations, geosynthetics, geoinvestigations, and foundation failure analysis and repairs (GSP 220) proceedings of the 2011 GeoHunan International Conference, June 9-11, 2011 Hunan, China
Contributor
Subject
Genre
Language
eng
Summary
Proceedings of the GeoHunan International Conference II: Emerging Technologies for Design, Construction, Rehabilitation, and Inspection of Transportation Infrastructure, held in Hunan, China, June 9-11, 2011. This Geotechnical Special Publication contains 37 papers addressing contemporary geotechnical subjects. Topics include: analysis, design, and construction of pile foundations; geosynthetic applications and design; geotechnical and geological investigation tools and analyses; and foundation failure and repair case studies
Member of
Cataloging source
GZM
Illustrations
illustrations
Index
no index present
LC call number
TE210
LC item number
.A32 2011
Literary form
non fiction
Nature of contents
  • dictionaries
  • bibliography
http://library.link/vocab/relatedWorkOrContributorDate
2011
http://library.link/vocab/relatedWorkOrContributorName
  • Sevi, Adam F
  • American Society of Civil Engineers
  • GeoHunan 2011
Series statement
  • Geotechnical special publication
  • GSP
Series volume
  • no. 220
  • 220
http://library.link/vocab/subjectName
  • Roads
  • Soil stabilization
  • Soils
  • Piling (Civil engineering)
  • Environmental geotechnology
  • Transportation engineering
  • Environmental geotechnology
  • Piling (Civil engineering)
  • Roads
  • Soil stabilization
  • Soils
  • Transportation engineering
Label
Advances in pile foundations, geosynthetics, geoinvestigations, and foundation failure analysis and repairs : selected papers from the GeoHunan 2011 International Conference, editors : Adam F. Sevi [and others]
Instantiates
Publication
Bibliography note
Includes bibliographical references
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
Discussion on Calculation Method for Side Friction of Mixing Pile with Stiffness Core under Subgrade -- Research of the Rational Taper Angle Scope in the Composite Foundation with Rammed Soil-Cement Tapered Piles -- Study on the Settlement Calculation Method of Single Y-Section Pile -- Analysis of Plastic Tube on Plastic Tube Cast-in-Place Concrete Pile -- In-Situ Tests on Cast-in-Place Concrete X-Section Pile for Bearing Capacity of Single-Pile Composite Foundation -- Study on Bearing Coefficient of Cement-Soil Pile Composition Foundation -- Mechanism and Assessment of Interface Shear between Steel Pipe Pile and Sand -- Analytical Solution of Wave Propagation in Large-Diameter Piles for Low Strain Integrity Testing -- A Simplified Method for Calculating Ultimate Bearing Capacity of Cast-in-Place Concrete Pipe Pile with Large Diameter in Sandy Soil -- In-Situ Test of Cement-Flyash-Gravel Pile Composite Foundation for Passenger Dedicated Line -- Analysis of Settlement Induced by Dissipation of the Excess Pore Water Pressure Due to Piling in Soft Clay -- A Model Test on Buried Pipeline Crossing Xi'an Ground Fissures -- Failure Envelope of Pipe Pile Foundation under Combined Loading -- Research on the Construction of Ultra-Long Bored Cast-in-Situ Piles in Lake Region -- Practical Variational Analysis on Vertical Behavior of Jet Grouting Soil-Cement-Pile Strengthened Pile -- Three-Dimensional FEM Analysis of Bridge Pile Group Settlement in Soft Soils -- Back Analysis of Static Pile Load Test for SPT-Based Pile Design : A Singapore Experience -- Driven Pile Control and QA/QC within First Order Reliability Framework -- Numerical Analysis of X-Section Cast-in-Place Concrete Pile Groups under Vertical Load -- The Bearing Behavior of Foundation Pile Evaluated by the Mesh Free Local Petrov-Garlerkin Method -- Pile-Soil Stress Ratio of a Composite Foundation with the Driven Cast-in-Place Y Piles under Embankment Load -- Creep Behavior of a Five Meter Geosynthetic Reinforced Soil Retaining Wall -- Numerical Modeling of Geosynthetic-Reinforced Pile-Supported Embankment Systems -- Analyzing the Deformation Behavior of a Beam Using the Elastic Foundation Method Taking into Account the Gap in the Tensile Stress Zone -- Low Maintenance Track through Geosynthetic Application -- Enhancement of Ballasted Rail Track Performance Using Geosynthetics -- Evaluation of Connection Strength of Geogrid to Gabion Wall -- Theoretical Evaluation : Extenics of Rock Mass Quality in Subterranean Tunnel -- Venda Nova II Powerhouse Complex Geomechanical Characterization, Numerical Modeling and Back Analysis of Geomechanical Parameters -- Characterization of Rock Spatial Modeling and Quick Identification of Unstable Blocks Based on a Digital Photogrammetry -- Application of Ideal Point Method in Rockburst Prediction Based on Weight Back Analysis Method -- Study of Advance Surrounding Rock Classification Based on TSP203 and Extenics -- Study on Risk Evaluation Method of Water Inrush and Integrated Geological Prediction Technology in High-Risk Karst Tunnel -- Numerical Simulation Analysis for the Grouting Uplift in Different Expansion Deformation Modes -- Influence of Lateral Erosion Depth in Basal Sand Layer on Failure Mode of Jiaohe Ruins Cliff -- Natural Hazards in Hydrocarbon Transportation Lines -- Geotechnical Behavior of Shales in the Colombian Andes
Control code
756844080
Dimensions
unknown
Extent
1 online resource (329 pages)
Form of item
online
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
Other physical details
illustrations (some color).
Specific material designation
remote
System control number
(OCoLC)756844080
Label
Advances in pile foundations, geosynthetics, geoinvestigations, and foundation failure analysis and repairs : selected papers from the GeoHunan 2011 International Conference, editors : Adam F. Sevi [and others]
Publication
Bibliography note
Includes bibliographical references
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
Discussion on Calculation Method for Side Friction of Mixing Pile with Stiffness Core under Subgrade -- Research of the Rational Taper Angle Scope in the Composite Foundation with Rammed Soil-Cement Tapered Piles -- Study on the Settlement Calculation Method of Single Y-Section Pile -- Analysis of Plastic Tube on Plastic Tube Cast-in-Place Concrete Pile -- In-Situ Tests on Cast-in-Place Concrete X-Section Pile for Bearing Capacity of Single-Pile Composite Foundation -- Study on Bearing Coefficient of Cement-Soil Pile Composition Foundation -- Mechanism and Assessment of Interface Shear between Steel Pipe Pile and Sand -- Analytical Solution of Wave Propagation in Large-Diameter Piles for Low Strain Integrity Testing -- A Simplified Method for Calculating Ultimate Bearing Capacity of Cast-in-Place Concrete Pipe Pile with Large Diameter in Sandy Soil -- In-Situ Test of Cement-Flyash-Gravel Pile Composite Foundation for Passenger Dedicated Line -- Analysis of Settlement Induced by Dissipation of the Excess Pore Water Pressure Due to Piling in Soft Clay -- A Model Test on Buried Pipeline Crossing Xi'an Ground Fissures -- Failure Envelope of Pipe Pile Foundation under Combined Loading -- Research on the Construction of Ultra-Long Bored Cast-in-Situ Piles in Lake Region -- Practical Variational Analysis on Vertical Behavior of Jet Grouting Soil-Cement-Pile Strengthened Pile -- Three-Dimensional FEM Analysis of Bridge Pile Group Settlement in Soft Soils -- Back Analysis of Static Pile Load Test for SPT-Based Pile Design : A Singapore Experience -- Driven Pile Control and QA/QC within First Order Reliability Framework -- Numerical Analysis of X-Section Cast-in-Place Concrete Pile Groups under Vertical Load -- The Bearing Behavior of Foundation Pile Evaluated by the Mesh Free Local Petrov-Garlerkin Method -- Pile-Soil Stress Ratio of a Composite Foundation with the Driven Cast-in-Place Y Piles under Embankment Load -- Creep Behavior of a Five Meter Geosynthetic Reinforced Soil Retaining Wall -- Numerical Modeling of Geosynthetic-Reinforced Pile-Supported Embankment Systems -- Analyzing the Deformation Behavior of a Beam Using the Elastic Foundation Method Taking into Account the Gap in the Tensile Stress Zone -- Low Maintenance Track through Geosynthetic Application -- Enhancement of Ballasted Rail Track Performance Using Geosynthetics -- Evaluation of Connection Strength of Geogrid to Gabion Wall -- Theoretical Evaluation : Extenics of Rock Mass Quality in Subterranean Tunnel -- Venda Nova II Powerhouse Complex Geomechanical Characterization, Numerical Modeling and Back Analysis of Geomechanical Parameters -- Characterization of Rock Spatial Modeling and Quick Identification of Unstable Blocks Based on a Digital Photogrammetry -- Application of Ideal Point Method in Rockburst Prediction Based on Weight Back Analysis Method -- Study of Advance Surrounding Rock Classification Based on TSP203 and Extenics -- Study on Risk Evaluation Method of Water Inrush and Integrated Geological Prediction Technology in High-Risk Karst Tunnel -- Numerical Simulation Analysis for the Grouting Uplift in Different Expansion Deformation Modes -- Influence of Lateral Erosion Depth in Basal Sand Layer on Failure Mode of Jiaohe Ruins Cliff -- Natural Hazards in Hydrocarbon Transportation Lines -- Geotechnical Behavior of Shales in the Colombian Andes
Control code
756844080
Dimensions
unknown
Extent
1 online resource (329 pages)
Form of item
online
Media category
computer
Media MARC source
rdamedia
Media type code
  • c
Other physical details
illustrations (some color).
Specific material designation
remote
System control number
(OCoLC)756844080

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