{"id":78742,"date":"2024-10-17T18:25:03","date_gmt":"2024-10-17T18:25:03","guid":{"rendered":"https:\/\/pdfstandards.shop\/product\/uncategorized\/asce-9780784411070-2010\/"},"modified":"2024-10-24T19:37:57","modified_gmt":"2024-10-24T19:37:57","slug":"asce-9780784411070-2010","status":"publish","type":"product","link":"https:\/\/pdfstandards.shop\/product\/publishers\/asce\/asce-9780784411070-2010\/","title":{"rendered":"ASCE 9780784411070 2010"},"content":{"rendered":"
GSP 206 contains 49 papers on subsurface excavations presented at sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010.<\/p>\n
PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
---|---|---|---|---|---|---|---|
1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
6<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
10<\/td>\n | Deep Excavations and Retaining Structures Design and Construction of Reinforced Steel Chain Wall <\/td>\n<\/tr>\n | ||||||
18<\/td>\n | Deformation Regularity and Simplified Calculation Method for Foundation Pit with Confined Water during Excavation and Dewatering <\/td>\n<\/tr>\n | ||||||
26<\/td>\n | Model Tests and Numerical Simulations on Pile-Soil Interaction of Passive Piles <\/td>\n<\/tr>\n | ||||||
33<\/td>\n | Design and Research of Circular Diaphragm Wall for Deep Excavation of Shanghai Tower <\/td>\n<\/tr>\n | ||||||
46<\/td>\n | Analysis of Case Histories on Deep Excavations in Marine Clay <\/td>\n<\/tr>\n | ||||||
52<\/td>\n | Analytic Method of Load-Displacement Curve for Tension Anchors Based on Hyperbolic Load-Transfer Function <\/td>\n<\/tr>\n | ||||||
58<\/td>\n | Experimental Research of Jet-Grouting Parameters in Different Soil Conditions <\/td>\n<\/tr>\n | ||||||
64<\/td>\n | Mitigation of Sheet Pile Movements during DDC by Open Trenches <\/td>\n<\/tr>\n | ||||||
71<\/td>\n | Deep Excavation Induced Pile Movement in Bangkok Subsoil\u2014A Numerical Investigation <\/td>\n<\/tr>\n | ||||||
79<\/td>\n | A Case Study of Retaining Wall with Soil-Cement Mixing Reinforcement for Korean Urban Site <\/td>\n<\/tr>\n | ||||||
85<\/td>\n | A Preliminary Study on the Behavior of Axially Loaded Single Pile Subjected to Lateral Soil Movement behind a Retaining Wall <\/td>\n<\/tr>\n | ||||||
93<\/td>\n | A Combined Retaining Structure and Its Application in Deep Excavation <\/td>\n<\/tr>\n | ||||||
101<\/td>\n | Interaction Effect of Retaining Wall and Existing Foundations in Braced Excavation <\/td>\n<\/tr>\n | ||||||
109<\/td>\n | Deformation Prediction of Deep Excavation Based on Unequal Interval Grey Model GM(1,1) <\/td>\n<\/tr>\n | ||||||
116<\/td>\n | Three Dimensional Performance Observed in an Irregular Deep Excavation in Shanghai Soft Clay <\/td>\n<\/tr>\n | ||||||
123<\/td>\n | Evaluation of Stability of Tailings Dam Based on Evolutionary Artificial Neural Network <\/td>\n<\/tr>\n | ||||||
129<\/td>\n | Identification of Landslide Susceptible Slopes and Risk Assessment Using a Coupled GIS-FEA-Module <\/td>\n<\/tr>\n | ||||||
135<\/td>\n | Deformation of Anchor-Sheet Pile Wall Retaining System at Deep Excavations in Soft Soils Overlying Bedrock <\/td>\n<\/tr>\n | ||||||
141<\/td>\n | Centrifuge Model Study of Impact on Existing Undercrossing Induced by Deep Excavation <\/td>\n<\/tr>\n | ||||||
153<\/td>\n | Tunneling and Underground Construction Effectiveness of Ground Improvement for a Cut-and-Cover Tunnel with a Backfill Slope Based on Finite Element Analysis <\/td>\n<\/tr>\n | ||||||
161<\/td>\n | Reconstruction of the Temperature Distribution on the Vertical Direction of Tunnel in Fire Accidents <\/td>\n<\/tr>\n | ||||||
167<\/td>\n | Determination of Stress Release Coefficient and Analysis of Influence Factors in Granular Soil Tunnel <\/td>\n<\/tr>\n | ||||||
173<\/td>\n | Study on Rock Mass Stability Effect of High Water Pressure Tunnels by Hydraulic Fracturing Failure <\/td>\n<\/tr>\n | ||||||
179<\/td>\n | Application of Single Pass Tunnel Lining with Steel Fibre Reinforced Shotcrete on the Ventilation Shaft of Mount Motian Tunnel <\/td>\n<\/tr>\n | ||||||
185<\/td>\n | Numerical Analyses and Elasto-Plastic Behavior Study on Surrounding Rock Mass of the Underground Caverns in a Hydropower Station during Deep Excavations <\/td>\n<\/tr>\n | ||||||
191<\/td>\n | Study on Mechanism of Simultaneous Backfilling Grouting for Shield Tunneling in Soft Soils <\/td>\n<\/tr>\n | ||||||
200<\/td>\n | Study on Shiziyang Tunnel Engineering Geology and Shield Tunneling <\/td>\n<\/tr>\n | ||||||
207<\/td>\n | Numerical Analysis of the Thermo-Hydromechancial Behaviour of Underground Storages in Hard Rock <\/td>\n<\/tr>\n | ||||||
215<\/td>\n | Study on the Influence of Mix Proportioning on Cemented Mortar Engineering Properties for Tail Void Grouting of Shield Tunnel <\/td>\n<\/tr>\n | ||||||
227<\/td>\n | Experimental Test on Communication Cable Tunnel Constructed by Shield Tunneling Method for Maintenance <\/td>\n<\/tr>\n | ||||||
233<\/td>\n | The Determination of Geometric Characteristics of Irregular Underground Bodies <\/td>\n<\/tr>\n | ||||||
241<\/td>\n | Stability Analysis of the Front Slope of Small-Distance Highway Tunnel with Very Large Section Based on 3D Monitoring <\/td>\n<\/tr>\n | ||||||
252<\/td>\n | Research on 3D Numerical Model of Segment Lining for Large-Section River-Crossing Shield Tunnel <\/td>\n<\/tr>\n | ||||||
260<\/td>\n | Upper Bound Solutions for the Face Stability of Shallow Circular Tunnels Subjected to Nonlinear Failure Criterion <\/td>\n<\/tr>\n | ||||||
266<\/td>\n | Analytical to the Issue of Spherical Cavities Expansion with the Non-Linear Mohr-Coulomb Failure Rule <\/td>\n<\/tr>\n | ||||||
274<\/td>\n | Study on Maintenance Technology of Shield Tunnel in Soft Ground <\/td>\n<\/tr>\n | ||||||
283<\/td>\n | Seismic Response of Large Span Shallow Tunnels in Dilative Rocks <\/td>\n<\/tr>\n | ||||||
289<\/td>\n | Experimental Study on Anchoring Effect of Rock Bolts to Fractured Rock Mass <\/td>\n<\/tr>\n | ||||||
297<\/td>\n | Study on Evaluation Method of Fire Safety of Tunnel Lining Structure <\/td>\n<\/tr>\n | ||||||
303<\/td>\n | Investigation into Artificial Ground Freezing Technique for a Cross Passage in Metro <\/td>\n<\/tr>\n | ||||||
309<\/td>\n | The Studies on Intelligent Construction Pre-Control of a Foundation Pit in Shanghai <\/td>\n<\/tr>\n | ||||||
316<\/td>\n | Analytical Study on the Control of Ground Subsidence Arising from the Phenomenon of Accompanied Settlement Using Foot Reinforcement Side Pile <\/td>\n<\/tr>\n | ||||||
322<\/td>\n | 3D Numerical Simulation on the Failure Mechanism of Tunnel Working Face by Particle Flow Code <\/td>\n<\/tr>\n | ||||||
329<\/td>\n | The Application of F&EI Method in Risk Assessment of ‘Rmnel Gas Explosion <\/td>\n<\/tr>\n | ||||||
336<\/td>\n | Analysis on Ground Deformation Caused by Tunnelling of Large-Diameter Tunnel Boring Machine <\/td>\n<\/tr>\n | ||||||
344<\/td>\n | The Technological Issues of Health Monitoring in Wuhan Yangtze River Tunnel Operations <\/td>\n<\/tr>\n | ||||||
352<\/td>\n | Safety Influenced by Combined Action of Sulphate and Chloride to Shallow Highway Tunnel <\/td>\n<\/tr>\n | ||||||
364<\/td>\n | Numerical Simulation of EPB Tunnel Face Instability in Dry Sand by Discrete Element Method <\/td>\n<\/tr>\n | ||||||
372<\/td>\n | An Improved Pseudo-Static Seismic Analysis for Underground Frame Structures <\/td>\n<\/tr>\n | ||||||
380<\/td>\n | Indexes Author Index A B C D F G H I J K L M <\/td>\n<\/tr>\n | ||||||
381<\/td>\n | N P R S T U W X Y Z <\/td>\n<\/tr>\n | ||||||
382<\/td>\n | Subject Index A B C D E F G H J K L M N P R S <\/td>\n<\/tr>\n | ||||||
383<\/td>\n | T U V W Y <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Deep and Underground Excavations<\/b><\/p>\n |