GSP 201 contains 43 papers 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 | ||||||
| 8<\/td>\n | Contents <\/td>\n<\/tr>\n | ||||||
| 12<\/td>\n | Keynote Paper Lessons from Damages to High Embankment Dams in the May 12, 2008 Wenchuan Earthquake <\/td>\n<\/tr>\n | ||||||
| 43<\/td>\n | Dynamic Soil-Structure Interactions: Part I Axial Vibration of Partially Embedded Pile Groups in Layered Soil <\/td>\n<\/tr>\n | ||||||
| 49<\/td>\n | Model Test Study on Dynamic Responses of Loess Slope by Dynamic Compaction <\/td>\n<\/tr>\n | ||||||
| 61<\/td>\n | Nonlinear Dynamic Behaviour of Pile Foundations in Horizontal Vibration <\/td>\n<\/tr>\n | ||||||
| 67<\/td>\n | Seismic Performances of Pile Groups in Inclined Soil Layers Subjected to Strong Motions <\/td>\n<\/tr>\n | ||||||
| 75<\/td>\n | Dynamic Response of Railway Track Rested on Transversely Isotropic Poroelastic Media <\/td>\n<\/tr>\n | ||||||
| 82<\/td>\n | Dynamic Analysis for Foundation of Vibrating Equipments Considering Soil-Structure Interaction <\/td>\n<\/tr>\n | ||||||
| 88<\/td>\n | Cumulative Effects of Soil Nailing under Cyclic Load Considering Bottom Boundary Conditions of Facing <\/td>\n<\/tr>\n | ||||||
| 96<\/td>\n | A Scale Model Test on Dynamic Soil-Tunnel Interactions <\/td>\n<\/tr>\n | ||||||
| 103<\/td>\n | Effect of Soil Flexibility on Dynamic Behavior of Building Frames Resting on Strip Foundation <\/td>\n<\/tr>\n | ||||||
| 112<\/td>\n | 3D Finite Element Analysis of a Ship Grounding Problem <\/td>\n<\/tr>\n | ||||||
| 120<\/td>\n | Pile Responses under Seismic Earth Pressures of Lateral Spread Using Wave Equation Analysis <\/td>\n<\/tr>\n | ||||||
| 129<\/td>\n | Dynamic Analysis of Municipal Solid Waste Landfills in Central Asia <\/td>\n<\/tr>\n | ||||||
| 136<\/td>\n | Dynamic Soil-Structure Interactions: Part II Different Failure Modes of a Clay Foundation-Embankment System Corresponding to Different Incident Seismic Waves <\/td>\n<\/tr>\n | ||||||
| 142<\/td>\n | Numerical Investigation into the Arrangement of Clay Core on the Seismic Performance of Earth Dams <\/td>\n<\/tr>\n | ||||||
| 150<\/td>\n | Soil-Water Coupled Finite Deformation Analysis of Seismic Deformation and Failure of Embankment on Horizontal and Inclined Ground <\/td>\n<\/tr>\n | ||||||
| 156<\/td>\n | Deformation Analyses of River Dike on Liquefiable Ground Affected by Different Earthquake Motions <\/td>\n<\/tr>\n | ||||||
| 164<\/td>\n | Elastic Response of Soil-Structure Systems Subjected to Near-Fault Rupture Directivity Pulses <\/td>\n<\/tr>\n | ||||||
| 173<\/td>\n | Seasonal Freezing Effects on the Dynamic Behavior of Highway Bridges <\/td>\n<\/tr>\n | ||||||
| 180<\/td>\n | Seismic CPTu to Assist the Design on Existing Foundations <\/td>\n<\/tr>\n | ||||||
| 189<\/td>\n | Effects of Damping and Dynamic Soil Mass on Footing Vibration <\/td>\n<\/tr>\n | ||||||
| 196<\/td>\n | Ground Vibration Caused by Dynamic Excitation on Pile Foundation <\/td>\n<\/tr>\n | ||||||
| 205<\/td>\n | Dynamic Properties of Soils and Rock Modeling of Cyclic Plane Strain Response of Toyoura Sand <\/td>\n<\/tr>\n | ||||||
| 217<\/td>\n | Dynamic Property of Mucky Soil of Subgrade under Cyclic Load <\/td>\n<\/tr>\n | ||||||
| 223<\/td>\n | Relevance Vector Machine for Evaluating Seismic Liquefaction Potential Using Shear Wave Velocity <\/td>\n<\/tr>\n | ||||||
| 229<\/td>\n | Numerical Analysis on Co- and Postseismic Behavior of Sandy\/Clayey Soil Ground Improved by Sand Compaction Pile Method <\/td>\n<\/tr>\n | ||||||
| 236<\/td>\n | FDTD Simulation of GPR Electromagnetic Wave <\/td>\n<\/tr>\n | ||||||
| 245<\/td>\n | Cyclic Shear Strength of Clay under Simple Shear Condition <\/td>\n<\/tr>\n | ||||||
| 251<\/td>\n | Effect of Cyclic Loading Frequency on Dynamic Properties of Marine Clay <\/td>\n<\/tr>\n | ||||||
| 257<\/td>\n | Influence of Soil Saturation on the Free Field Response of Liquefiable Soils <\/td>\n<\/tr>\n | ||||||
| 263<\/td>\n | Numerical Analysis of Wave Propagation in Two-Phase Soil Medium <\/td>\n<\/tr>\n | ||||||
| 274<\/td>\n | Undrained Long-Term Cyclic Degradation Characteristics of Offshore Soft Clay <\/td>\n<\/tr>\n | ||||||
| 283<\/td>\n | Study of Effects of Fines Content on Liquefaction Properties of Sand <\/td>\n<\/tr>\n | ||||||
| 289<\/td>\n | Laboratory Flume Static and Dynamic Experiment for Rock Avalanches <\/td>\n<\/tr>\n | ||||||
| 299<\/td>\n | Seismic Zoning and Ground Characterization Near Surface Soil Characterisation by Passive Ambient Noise HVSR Method <\/td>\n<\/tr>\n | ||||||
| 305<\/td>\n | Modeling and Seismic Response Analysis of a Reclaimed Artificial Ground <\/td>\n<\/tr>\n | ||||||
| 311<\/td>\n | The Application of the H\/V Spectral Ratio Technique for Estimating the Site Characterization in the South of Iran <\/td>\n<\/tr>\n | ||||||
| 320<\/td>\n | Efficient Algorithm Proposed to Generate Non-Uniform Ground Motion on Canyon Sites <\/td>\n<\/tr>\n | ||||||
| 331<\/td>\n | Earthquake Response Analysis of Soil Layers Using HFTD Approach <\/td>\n<\/tr>\n | ||||||
| 337<\/td>\n | Earthquake Induced Liquefaction Potential of Reclaimed Areas of Dhaka City <\/td>\n<\/tr>\n | ||||||
| 343<\/td>\n | Seismic Hazard Assessment of Bandar Abbas for Seismic Retrofitting <\/td>\n<\/tr>\n | ||||||
| 351<\/td>\n | Effect of Amplification on Seismic Stability of Tailings Dam <\/td>\n<\/tr>\n | ||||||
| 358<\/td>\n | Indexes Author Index A B C D F G H I J K L M <\/td>\n<\/tr>\n | ||||||
| 359<\/td>\n | N P Q R S T U W X Y Z <\/td>\n<\/tr>\n | ||||||
| 360<\/td>\n | Subject Index A B C D E F G I J L M N P R <\/td>\n<\/tr>\n | ||||||
| 361<\/td>\n | S T U V W <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" Soil Dynamics and Earthquake Engineering<\/b><\/p>\n |