Soil-structure interaction, underground structures and retaining walls : proceedings of the ISSMGE Technical Committee 207 International Conference on Geotechnical Engineering / edited by V.M. Ulitsky, Michael Lisyuk and Alexey Shashkin.

Format:

Book

Contributor:

Ulitsky, V. M., editor.

Lisyuk, Michael B., editor.

Shashkin, Alexey G., editor.

Series:

Advances in soil mechanics and geotechnical engineering ; volume 4.

Advances in soil mechanics and geotechnical engineering ; volume 4

Language:

English

Subjects (All):

Soil-structure interaction.

Physical Description:

1 online resource (404 p.)

Edition:

1st ed.

Place of Publication:

Washington, District of Columbia : IOS Press, [2014]

Language Note:

English

Summary:

With construction techniques becoming ever more complex, and population pressure leading to the development of increasingly problematic sites, expertise in the area of soil structure interaction is crucial to architectural and construction industries worldwide.This book contains the proceedings of the ISSMGE Technical Committee 207 International Conference on Geotechnical Engineering - Soil Structure Interaction and Retaining Walls - held in St Petersburg, Russia, in June 2014. The conference was dedicated to the memory of the outstanding geotechnical expert Gregory Porphyryevich Tschebotariof

Contents:

Title Page

G.P. Tschebotarioff Address

Conference Organization

Contents

Keynote Lectures

Soil-Structure Interaction Calculations of a High-Rise Building and Subsoil Consisting of Sedimentary Strata

Modeling Single Piles Under Lateral Impact

Design, Construction and Performance of a Tied-Wall Embankment Supported on Concrete Column Ground Improvement

Numerical Analysis and Verification of the Soil-Structure-Interaction in the Course of Large Construction Projects in Inner Cities

Effects of Deep Excavations on Adjacent Foundations

Comments on Crushable Sand Stiffness Relevant to Soil Structure Interaction Issues

Pile Group Action Under Vertical Compression Loads

Analysis of Long-Term Settlement of Buildings in St. Petersburg Based on Monitoring Results

Session 1. Soil-Structure Interaction

Application of Soil-Foundation-Pile Interaction Design Method for Strengthening Foundations of St. John's Church in Tartu, Estonia Using Sustainable Manual Calculation

Efficiency of Improving the Specifications of Soil Lenses, that Are Formed Near the Tunnel During the Stages of Its Investment

Three Techniques for the Study of Soil Structure Interface Properties

3D Roughness Parameter

Contact Stress Mapping

Artificially Manufactured Sand

Foundations by Prestressing Anchors of the "Villa Mediterranee" in Marseille: From Design to Monitoring

Effect of Ground Motions and Tsunami Impact Force on the Performance of a Damaged River Dike

Influence of Thermal Condition on the Extraction Characteristics of Steel Strip Reinforcing Members

Methods of Research on Frost Heave of Soil and Foundation - Freezing Soil Bulk Interaction in Terms of Seasonal Deep Frost Penetration Including Areas of Pressure Migration.

Oblique Pullout Capacity of a Single Drilled Pile in Sandy Grains Cemented by Methane Hydrates: DEM Analyses

Modeling of Interaction of Polymeric Sheet Reinforcement and Backfill

Soft Grouting for the Seismic Protection of Existing Buildings

Soil Structure Interaction: An Analysis of the Effect of Creep and Shrinkage of Concrete

Specifics of Finite Element Modelling of Freezing and Thawing Deformations in Soils

Comparative Analysis of Piled Foundation Design of a Highrise Building in Bangkok Subsoils

Foundation System Design for a Tall Structure on Mortar-Column-Improved Ground

Interaction of Foundations and Bearing Elements of a Building with Thawing Subsoil

Design of Pile Group System for "Most Sava - Zeleni" Railway Bridge in Zagreb

Soil-Structure Interaction Analyses for the Study of Nuclear Power Plant Foundation Alternatives Under Static and Seismic Loading

Analysis of Soil-Structure Interaction by Menard Pressuremeter Tests and Ground Improvement Case Histories

Piled Embankments in Soft Estuary Clay - Experience from Design and Field Measurements for Redevelopment of Harbour Areas in Northern Germany

An Efficient Method for Estimating the Dynamic Response of Base-Isolated Structure with SSI Effect

Determination of Bearing Capacity of the Precast Piles by Dynamic Cone Penetration Test (DCPT)

Session 2. Underground Structures and Retaining Walls

An Investigation into the Vertical Axial Capacities and Groundwater Cut-Off Capabilities of Secant Pile Walls

3D Modelling in Deep Excavations - Case Studies

Pseudo-Static Analysis of Flexible Retaining Structures Including Seismic Thrust Dependency on Wall Deformation

Soil-Structure Interaction for Sheet Pile Walls Considering Ground Surface and Sub-Wall Soil Conditions.

Monitoring Results for Construction of a Building with a Complex Underground Space in Soft Soils in St. Petersburg

Seismic Soil-Interaction on Earth Retaining Structures. Performance-Based Seismic Design of a Retaining Wall

Shoring-Structure Interaction in Stabilization of Excavation Adjacent to Historic Buildings - A Case Study

Verification of Deck on Piles Quay Wall Structures for Operational and Seismic Load Conditions

A Bold Constructive Method for the Retaining Structures of the Excavation of the Underground Parking Clinics, in Brazil

Comparison of Finite Element and Limit Equilibrium Methods in Analysis of Soil Nail Walls

Understanding of Soil Responses Due to Tunnelling - 3D Numerical Analysis and Case Study of Bendemeer Station (DTL-3), Singapore

Assessment Analysis of Lateral Movement of Gate Shaft Structure on Fractured Rock Mass, Jatigede Dam Area, West Java, Indonesia

San Pasquale Station of the Linea 6 in Napoli: Dewatering Field Tests, Measurements and Back-Analyses

Frost Protection for Geotextile-Reinforced Soil Walls in Service

Evaluation of Pile Behaviour on Sloping Clayey Soil in Supporting a Diaphragm Wall for Building Excavation

Performance of Soil-Cement Column Retaining Wall Used with Top-Down Construction Method for Basement Construction in Bangkok Subsoil

Numerical Analysis 3D of a Deep Circular Excavation in the City of Rio de Janeiro

Laboratory and In-Situ Testing for the Identification of Bonding Parameters of GFRP Pipes and Soil Nailing Systems

Subject Index

Author Index.

Notes:

Description based upon print version of record.

Description based on print version record.

OCLC:

908147276