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ASCE 9780784411070 2010

$44.42

Deep and Underground Excavations

Published By Publication Date Number of Pages
ASCE 2010 383
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GSP 206 contains 49 papers on subsurface excavations presented at sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010.

PDF Catalog

PDF Pages PDF Title
1 Cover
6 Contents
10 Deep Excavations and Retaining Structures
Design and Construction of Reinforced Steel Chain Wall
18 Deformation Regularity and Simplified Calculation Method for Foundation Pit with Confined Water during Excavation and Dewatering
26 Model Tests and Numerical Simulations on Pile-Soil Interaction of Passive Piles
33 Design and Research of Circular Diaphragm Wall for Deep Excavation of Shanghai Tower
46 Analysis of Case Histories on Deep Excavations in Marine Clay
52 Analytic Method of Load-Displacement Curve for Tension Anchors Based on Hyperbolic Load-Transfer Function
58 Experimental Research of Jet-Grouting Parameters in Different Soil Conditions
64 Mitigation of Sheet Pile Movements during DDC by Open Trenches
71 Deep Excavation Induced Pile Movement in Bangkok Subsoil—A Numerical Investigation
79 A Case Study of Retaining Wall with Soil-Cement Mixing Reinforcement for Korean Urban Site
85 A Preliminary Study on the Behavior of Axially Loaded Single Pile Subjected to Lateral Soil Movement behind a Retaining Wall
93 A Combined Retaining Structure and Its Application in Deep Excavation
101 Interaction Effect of Retaining Wall and Existing Foundations in Braced Excavation
109 Deformation Prediction of Deep Excavation Based on Unequal Interval Grey Model GM(1,1)
116 Three Dimensional Performance Observed in an Irregular Deep Excavation in Shanghai Soft Clay
123 Evaluation of Stability of Tailings Dam Based on Evolutionary Artificial Neural Network
129 Identification of Landslide Susceptible Slopes and Risk Assessment Using a Coupled GIS-FEA-Module
135 Deformation of Anchor-Sheet Pile Wall Retaining System at Deep Excavations in Soft Soils Overlying Bedrock
141 Centrifuge Model Study of Impact on Existing Undercrossing Induced by Deep Excavation
153 Tunneling and Underground Construction
Effectiveness of Ground Improvement for a Cut-and-Cover Tunnel with a Backfill Slope Based on Finite Element Analysis
161 Reconstruction of the Temperature Distribution on the Vertical Direction of Tunnel in Fire Accidents
167 Determination of Stress Release Coefficient and Analysis of Influence Factors in Granular Soil Tunnel
173 Study on Rock Mass Stability Effect of High Water Pressure Tunnels by Hydraulic Fracturing Failure
179 Application of Single Pass Tunnel Lining with Steel Fibre Reinforced Shotcrete on the Ventilation Shaft of Mount Motian Tunnel
185 Numerical Analyses and Elasto-Plastic Behavior Study on Surrounding Rock Mass of the Underground Caverns in a Hydropower Station during Deep Excavations
191 Study on Mechanism of Simultaneous Backfilling Grouting for Shield Tunneling in Soft Soils
200 Study on Shiziyang Tunnel Engineering Geology and Shield Tunneling
207 Numerical Analysis of the Thermo-Hydromechancial Behaviour of Underground Storages in Hard Rock
215 Study on the Influence of Mix Proportioning on Cemented Mortar Engineering Properties for Tail Void Grouting of Shield Tunnel
227 Experimental Test on Communication Cable Tunnel Constructed by Shield Tunneling Method for Maintenance
233 The Determination of Geometric Characteristics of Irregular Underground Bodies
241 Stability Analysis of the Front Slope of Small-Distance Highway Tunnel with Very Large Section Based on 3D Monitoring
252 Research on 3D Numerical Model of Segment Lining for Large-Section River-Crossing Shield Tunnel
260 Upper Bound Solutions for the Face Stability of Shallow Circular Tunnels Subjected to Nonlinear Failure Criterion
266 Analytical to the Issue of Spherical Cavities Expansion with the Non-Linear Mohr-Coulomb Failure Rule
274 Study on Maintenance Technology of Shield Tunnel in Soft Ground
283 Seismic Response of Large Span Shallow Tunnels in Dilative Rocks
289 Experimental Study on Anchoring Effect of Rock Bolts to Fractured Rock Mass
297 Study on Evaluation Method of Fire Safety of Tunnel Lining Structure
303 Investigation into Artificial Ground Freezing Technique for a Cross Passage in Metro
309 The Studies on Intelligent Construction Pre-Control of a Foundation Pit in Shanghai
316 Analytical Study on the Control of Ground Subsidence Arising from the Phenomenon of Accompanied Settlement Using Foot Reinforcement Side Pile
322 3D Numerical Simulation on the Failure Mechanism of Tunnel Working Face by Particle Flow Code
329 The Application of F&EI Method in Risk Assessment of ‘Rmnel Gas Explosion
336 Analysis on Ground Deformation Caused by Tunnelling of Large-Diameter Tunnel Boring Machine
344 The Technological Issues of Health Monitoring in Wuhan Yangtze River Tunnel Operations
352 Safety Influenced by Combined Action of Sulphate and Chloride to Shallow Highway Tunnel
364 Numerical Simulation of EPB Tunnel Face Instability in Dry Sand by Discrete Element Method
372 An Improved Pseudo-Static Seismic Analysis for Underground Frame Structures
380 Indexes
Author Index
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381 N
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382 Subject Index
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383 T
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ASCE 9780784411070 2010
$44.42