Proceedings of the Second International Conference on Geotechnical and Earthquake Engineering, held in Chengdu, China, October 25-27, 2013. Sponsored by the International Association of Chinese Geotechnical Engineers (IACGE); the Chinese Academy of Engineering, Division of Civil, Hydraulic and Architecture Engineering; and the Geo-Institute of ASCE. This collection contains 92 peer-reviewed papers on challenges and recent advances in geotechnical and seismic research and practice. Topics include: soil dynamics and earthquake engineering, foundation engineering and pile testing, excavation and shoring, embankments and retaining walls, tunnels and underground structures, dams and levees, slopes and landslides, expansive soils and loess, geology and rock mechanics, ground improvement techniques, geotechnical numerical modeling and computation, and geotechnical support technologies during construction. GSP 232 will be of interest to geotechnical researchers and practicing engineers around the world working on geotechnical earthquake engineering problems.<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 8<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 18<\/td>\n | Some Advice on Vertical Draining Channels in Settlement Calculation of Soft-Soil Roadbed with Finite Element Method (Vacuum Preloading) <\/td>\n<\/tr>\n | ||||||
| 28<\/td>\n | Theoretical Solution for Dynamic Responses of Saturated Soils <\/td>\n<\/tr>\n | ||||||
| 36<\/td>\n | Application of Modified Terzaghi Theory in Deposited Sediment Consolidation <\/td>\n<\/tr>\n | ||||||
| 44<\/td>\n | Rotating Block Method for Seismic Displacement of Slopes of Saturated Clay <\/td>\n<\/tr>\n | ||||||
| 54<\/td>\n | Attenuation Plateau Characteristics and Fitting Analysis of the Dynamic Compaction Shockwave <\/td>\n<\/tr>\n | ||||||
| 62<\/td>\n | Developing an Economical and Reliable Test for Measuring the Resilient Modulus and Poisson\u2019s Ratio of Subgrade Soils <\/td>\n<\/tr>\n | ||||||
| 71<\/td>\n | Numerical Analysis of Dynamic Response and Influence Factors on PCC Pile Composite Foundation of High Speed Railway <\/td>\n<\/tr>\n | ||||||
| 79<\/td>\n | Analysis on Deformation Mechanism of PCC Pile Composite Foundation under Train Vibration Load <\/td>\n<\/tr>\n | ||||||
| 87<\/td>\n | Study on Formation Mechanism of Liujiawan Landslide Triggered by Wenchuan Earthquake <\/td>\n<\/tr>\n | ||||||
| 96<\/td>\n | Study on the Classification of Loess Ground in Tunnel Engineering <\/td>\n<\/tr>\n | ||||||
| 105<\/td>\n | Shear Strength Characteristics of an Artificially Cemented Sand-Gravel Mixture <\/td>\n<\/tr>\n | ||||||
| 113<\/td>\n | Key Factors of Subgrade Influencing Dynamic Wheel\/Rail Loads at Railway Transition Zones <\/td>\n<\/tr>\n | ||||||
| 122<\/td>\n | Dynamic Characteristics of Subgrade Bed for Ballastless Track <\/td>\n<\/tr>\n | ||||||
| 129<\/td>\n | Study on Seepage-Induced Debris Flow Initiation under the Rainfall Action for Loose Soil <\/td>\n<\/tr>\n | ||||||
| 137<\/td>\n | Reasonable Layout of Cross Passages for the Qianjiang River Tunnel Based on Seismic Analysis <\/td>\n<\/tr>\n | ||||||
| 145<\/td>\n | Study on Stability and Failure Mode of Bedding Rock Slope Affected by Rock Mass Structural Plane Parameters <\/td>\n<\/tr>\n | ||||||
| 153<\/td>\n | Numerical Analysis of Failure Mode of Geocell Flexible Retaining Wall <\/td>\n<\/tr>\n | ||||||
| 163<\/td>\n | Shear Modeled from Random Particle Movement <\/td>\n<\/tr>\n | ||||||
| 171<\/td>\n | A Stability Analysis Method for Arbitrary Slip Block Based on Finite Element Method <\/td>\n<\/tr>\n | ||||||
| 179<\/td>\n | A Similar Cam-Clay Model for Sand Based on the Generalized Potential Theory <\/td>\n<\/tr>\n | ||||||
| 187<\/td>\n | Stability Behavior of Lime-Stabilized Gypseous Soil under Long-Term Soaking <\/td>\n<\/tr>\n | ||||||
| 195<\/td>\n | The Study on the Influences of Drainage Way Arrangements on the Law of Seepage Flow in the Slope <\/td>\n<\/tr>\n | ||||||
| 205<\/td>\n | Visualization of Grout Permeation inside Transparent Soil <\/td>\n<\/tr>\n | ||||||
| 212<\/td>\n | Influence of Curing Time on the Main Mechanical Characteristics of High-Water Content and Quick-Setting Stones <\/td>\n<\/tr>\n | ||||||
| 222<\/td>\n | Soil Cementation Generated and Enhanced by Electrokinetics <\/td>\n<\/tr>\n | ||||||
| 230<\/td>\n | The Effect of Excavation Disturbance on Rockburst Trigger under Different Horizontal Geostress <\/td>\n<\/tr>\n | ||||||
| 240<\/td>\n | Parametric Study on the Effect of Deep Excavation on the Adjacent Metro Station in Suzhou <\/td>\n<\/tr>\n | ||||||
| 248<\/td>\n | A Visco-Elastic Model with Loading History Dependent Modulus and Damping for Seismic Response Analyses of Soils <\/td>\n<\/tr>\n | ||||||
| 258<\/td>\n | Investigation of Influencing Factors on Strain Localization inside Sand Specimens Subjected to Triaxial Loading <\/td>\n<\/tr>\n | ||||||
| 264<\/td>\n | Influential Factors on Slope Stability and Landslide Mobility <\/td>\n<\/tr>\n | ||||||
| 272<\/td>\n | Test Research of Dynamic Strength and Deformation on Geogrid-Reinforced Cohesive Soil under Cyclic Loading <\/td>\n<\/tr>\n | ||||||
| 280<\/td>\n | A Numerical Study on Artificial Fill Embankment with Liquefiable Foundation Using FLAC <\/td>\n<\/tr>\n | ||||||
| 288<\/td>\n | Reference Strain γ[sup(r)] in Hyperbolic Modeling of Dynamic Shear Modulus of Soils <\/td>\n<\/tr>\n | ||||||
| 296<\/td>\n | Physical and Analytical Modeling of Tire Mat-Reinforced Vegetated Slope <\/td>\n<\/tr>\n | ||||||
| 304<\/td>\n | Experimental Study on Compression Modulus of Sandy Soil <\/td>\n<\/tr>\n | ||||||
| 314<\/td>\n | Model Test Study on Force and Deformation Characteristics of Steel Tubular Composite Piles <\/td>\n<\/tr>\n | ||||||
| 325<\/td>\n | The Chemical-Physical Combined Method for Improving Clay Slurry in Land Reclamation <\/td>\n<\/tr>\n | ||||||
| 333<\/td>\n | Research on New Dam Structure for High Earth Core Rockfill Dam on Thick Overburden <\/td>\n<\/tr>\n | ||||||
| 341<\/td>\n | Shear Strength Characteristics of Fissure Plane in Expansive Soil <\/td>\n<\/tr>\n | ||||||
| 351<\/td>\n | Dynamic Model of Subgrade Using a Coupled Vehicle-Track-Subgrade Method <\/td>\n<\/tr>\n | ||||||
| 360<\/td>\n | Reliability Analysis on Anti-Overturning Stability of Supporting Structure of Excavation Using Monte Carlo Method <\/td>\n<\/tr>\n | ||||||
| 369<\/td>\n | Foundation Treatment Methods of Metro Station on Geologically-Sensitive Area <\/td>\n<\/tr>\n | ||||||
| 378<\/td>\n | Field Comparative Tests for Studying the Vertical Loading Performance of Piles Due to Water Level Periodical Fluctuation in Foundation Soils <\/td>\n<\/tr>\n | ||||||
| 388<\/td>\n | Simulation of the Dangerous Area by PFC for the Lvchunba Crag Body <\/td>\n<\/tr>\n | ||||||
| 397<\/td>\n | Stability Assessments of the Slope Controlled by Deep Seated Concentrating Belts of Unloading Fractures in Dagangshan, China: A Case Study <\/td>\n<\/tr>\n | ||||||
| 405<\/td>\n | Shallow Slope Stability Analysis Method for Vegetated Slope <\/td>\n<\/tr>\n | ||||||
| 413<\/td>\n | Research on the Settlement Behavior of Ram-Compacted Piles with Bearing Base <\/td>\n<\/tr>\n | ||||||
| 423<\/td>\n | Imaging the Graben Structure Based on Microtremor with H\/V Spectral Ratio <\/td>\n<\/tr>\n | ||||||
| 431<\/td>\n | Measuring Shear and Compression Wave Velocities in Laboratory Triaxial Tests Using Disk-Shaped Composite P\/S Piezoelectric Transducer <\/td>\n<\/tr>\n | ||||||
| 439<\/td>\n | Analysis of Elastic Support Beam on Dynamic Load <\/td>\n<\/tr>\n | ||||||
| 447<\/td>\n | Field Deformation Study on Enclosure Structure and Environment of Subway Shaft Construction under Complex Conditions <\/td>\n<\/tr>\n | ||||||
| 455<\/td>\n | Effect Analysis of Soft Rock Slope Reinforced by Bolts under Blasting Dynamic Load <\/td>\n<\/tr>\n | ||||||
| 464<\/td>\n | The Mechanism of Ground Subsidence Induced by EPB Tunneling in Sand and Cobble Stratum <\/td>\n<\/tr>\n | ||||||
| 472<\/td>\n | Study on the Movement of Soil and Rock Mass Resulting from Underground Excavation of Horizontal Rectangle Section <\/td>\n<\/tr>\n | ||||||
| 479<\/td>\n | Discussion on Superposition Empirical Formula of Ultimate Bearing Capacity Based on the Upper Bound Limit Analysis Theory <\/td>\n<\/tr>\n | ||||||
| 488<\/td>\n | Back Analysis of Landslide Deposit Basal Failure Plane Residual Shear Strength <\/td>\n<\/tr>\n | ||||||
| 498<\/td>\n | Study on the Modified Coefficient of Dynamic Penetration Rod Length <\/td>\n<\/tr>\n | ||||||
| 506<\/td>\n | Study on Hydrodynamic Pressure and Dynamic Response of Pier under Long-Period Earthquakes <\/td>\n<\/tr>\n | ||||||
| 515<\/td>\n | Seismic Damage Rules and Seismic Risk of Tunnel Portals Based on Fuzzy Comprehensive Evaluation Method <\/td>\n<\/tr>\n | ||||||
| 524<\/td>\n | Influence of Overlying Goaf Dip Angle on Stability of Highway Tunnel during Excavation <\/td>\n<\/tr>\n | ||||||
| 532<\/td>\n | Stability Analysis of Landslide Dam under Rainfall <\/td>\n<\/tr>\n | ||||||
| 540<\/td>\n | Experimental Study on Strength and Deformation Characteristics of Gassy Muddy Clay with Thin Silt Interlayers <\/td>\n<\/tr>\n | ||||||
| 548<\/td>\n | Analysis of Surrounding Rock Displacement Induced by Tunnel Excavation in Horizontal Interbedding Rock Mass <\/td>\n<\/tr>\n | ||||||
| 558<\/td>\n | A Transversely Isotropic Cosserat Continuum Model and Its Numerical Application <\/td>\n<\/tr>\n | ||||||
| 566<\/td>\n | 3-D Masing Behavior of a Parallel Iwan Model <\/td>\n<\/tr>\n | ||||||
| 574<\/td>\n | Soil-Pile-Structure Interaction in Earthquake Engineering <\/td>\n<\/tr>\n | ||||||
| 584<\/td>\n | Application of Soil-Structure Interaction (SSI) in the Analysis of Flexible Retaining Walls <\/td>\n<\/tr>\n | ||||||
| 595<\/td>\n | Mechanistic Empirical Pavement Design Guide Input Parameters for Unbound Aggregates in Oklahoma <\/td>\n<\/tr>\n | ||||||
| 603<\/td>\n | Large-Span Rock-Anchored Beam Safety Pre-Warning Method and Its Application in Underground Powerhouse <\/td>\n<\/tr>\n | ||||||
| 612<\/td>\n | Consolidation Behavior of Ultra-Soft Slurry and 1-D Consolidation Model Considering Viscosity <\/td>\n<\/tr>\n | ||||||
| 622<\/td>\n | The Settlement Behavior of Piled Raft Interaction in Undrained Soil <\/td>\n<\/tr>\n | ||||||
| 630<\/td>\n | Pile Foundation Seismic Design Approach for the Padma Bridge, Bangladesh <\/td>\n<\/tr>\n | ||||||
| 642<\/td>\n | Aseismic Analysis of Circular Deep Grouting for Tunnel Surrounding Rock in Strong Earthquake Zone <\/td>\n<\/tr>\n | ||||||
| 652<\/td>\n | Investigation of Liquefaction Potential of Alluvium underneath an Earth Embankment Dam <\/td>\n<\/tr>\n | ||||||
| 664<\/td>\n | Centrifuge Model Tests of Settling Characteristics about Extremely Deep Soft Subgrade Reinforcement by Composite Pile <\/td>\n<\/tr>\n | ||||||
| 676<\/td>\n | On the Compressibility of Cement-Stabilized Zinc-Contaminated Kaolin Clay <\/td>\n<\/tr>\n | ||||||
| 686<\/td>\n | The Role of Polypropylene Fibers and Polypropylene Geotextiles in Erosion Control <\/td>\n<\/tr>\n | ||||||
| 694<\/td>\n | Lateral Load on a Large Pile Group: A 3D Finite Element Model <\/td>\n<\/tr>\n | ||||||
| 702<\/td>\n | Evaluation of Effective Soil Density in Resonant Column Tests <\/td>\n<\/tr>\n | ||||||
| 711<\/td>\n | Geotechnical Impact of the 2008 Wenchuan Earthquake <\/td>\n<\/tr>\n | ||||||
| 721<\/td>\n | A Case History of the Design and Construction of a Corrosion Protection System for a Steel Sheet Pile Wall <\/td>\n<\/tr>\n | ||||||
| 730<\/td>\n | Modeling of Debris Flow Using Distinct Element Method <\/td>\n<\/tr>\n | ||||||
| 738<\/td>\n | Shear Stress-Strain Curves Based on the G\/G[sub(max)] Logic: A Procedure for Strength Compatibility <\/td>\n<\/tr>\n | ||||||
| 747<\/td>\n | Micro-Structure Behavior of Soft Clay under Consolidation through Radial Flow Using PVDs <\/td>\n<\/tr>\n | ||||||
| 755<\/td>\n | Evaluation of Pile Foundations Subjected to Liquefaction-Induced Lateral Spreading <\/td>\n<\/tr>\n | ||||||
| 763<\/td>\n | Nonlinear Analysis for the Cooling Effect of Road Subgrade with Varying Spacings of Thermosyphons in Cold Regions <\/td>\n<\/tr>\n | ||||||
| 771<\/td>\n | Prediction and Application of Equilibrium Water Content of Expansive Soil Subgrade <\/td>\n<\/tr>\n | ||||||
| 779<\/td>\n | Field Tests on Vibration Response of Ballastless Subgrade under Excitation of High Speed Train in China <\/td>\n<\/tr>\n | ||||||
| 787<\/td>\n | Field Test and Analysis of Piled-Raft Structure of High-Speed Railway Foundation <\/td>\n<\/tr>\n | ||||||
| 796<\/td>\n | Experimental Study on Strength Characteristics of Unsaturated Remolded Loess <\/td>\n<\/tr>\n | ||||||
| 803<\/td>\n | Computer Simulations on the Effects of Desaturation on Soil Liquefaction Resistance <\/td>\n<\/tr>\n | ||||||
| 813<\/td>\n | Reliability-Based Dam Erodibility Assessment <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" ASCE IACGE – Challenges and Recent Advances in Geotechnical and Seismic Research and Practices<\/b><\/p>\n |