Cargando…
Soil dynamics and earthquake engineering : proceedings of sessions of GeoShanghai 2010, June 3-5, 2010, Shanghai, China /
Proceedings of sessions of GeoShanghai 2010, held in Shanghai, China, June 3-5, 2010. Hosted by Tongji University, China; Shanghai Society of Civil Engineering, China; Chinese Institution of Soil Mechanics and Geotechnical Engineering, China. In cooperation with Alaska University Transportation Cent...
| Clasificación: | Libro Electrónico |
|---|---|
| Autores Corporativos: | , , |
| Otros Autores: | , , |
| Formato: | Electrónico Congresos, conferencias eBook |
| Idioma: | Inglés |
| Publicado: |
Reston, Va. :
American Society of Civil Engineers,
©2010.
|
| Colección: | Geotechnical special publication ;
no. 201. |
| Temas: | |
| Acceso en línea: | Texto completo |
Tabla de Contenidos:
- Cover
- Contents
- Keynote Paper
- Lessons from Damages to High Embankment Dams in the May 12, 2008 Wenchuan Earthquake
- Dynamic Soil-Structure Interactions: Part I
- Axial Vibration of Partially Embedded Pile Groups in Layered Soil
- Model Test Study on Dynamic Responses of Loess Slope by Dynamic Compaction
- Nonlinear Dynamic Behaviour of Pile Foundations in Horizontal Vibration
- Seismic Performances of Pile Groups in Inclined Soil Layers Subjected to Strong Motions
- Dynamic Response of Railway Track Rested on Transversely Isotropic Poroelastic Media
- Dynamic Analysis for Foundation of Vibrating Equipments Considering Soil-Structure InteractionCumulative Effects of Soil Nailing under Cyclic Load Considering Bottom Boundary Conditions of Facing
- A Scale Model Test on Dynamic Soil-Tunnel Interactions
- Effect of Soil Flexibility on Dynamic Behavior of Building Frames Resting on Strip Foundation
- 3D Finite Element Analysis of a Ship Grounding Problem
- Pile Responses under Seismic Earth Pressures of Lateral Spread Using Wave Equation Analysis
- Dynamic Analysis of Municipal Solid Waste Landfills in Central Asia
- Dynamic Soil-Structure Interactions: Part IIDifferent Failure Modes of a Clay Foundation-Embankment System Corresponding to Different Incident Seismic Waves
- Numerical Investigation into the Arrangement of Clay Core on the Seismic Performance of Earth Dams
- Soil-Water Coupled Finite Deformation Analysis of Seismic Deformation and Failure of Embankment on Horizontal and Inclined Ground
- Deformation Analyses of River Dike on Liquefiable Ground Affected by Different Earthquake Motions
- Elastic Response of Soil-Structure Systems Subjected to Near-Fault Rupture Directivity PulsesSeasonal Freezing Effects on the Dynamic Behavior of Highway Bridges
- Seismic CPTu to Assist the Design on Existing Foundations
- Effects of Damping and Dynamic Soil Mass on Footing Vibration
- Ground Vibration Caused by Dynamic Excitation on Pile Foundation
- Dynamic Properties of Soils and Rock
- Modeling of Cyclic Plane Strain Response of Toyoura Sand
- Dynamic Property of Mucky Soil of Subgrade under Cyclic Load
- Relevance Vector Machine for Evaluating Seismic Liquefaction Potential Using Shear Wave VelocityNumerical Analysis on Co- and Postseismic Behavior of Sandy/Clayey Soil Ground Improved by Sand Compaction Pile Method
- FDTD Simulation of GPR Electromagnetic Wave
- Cyclic Shear Strength of Clay under Simple Shear Condition
- Effect of Cyclic Loading Frequency on Dynamic Properties of Marine Clay
- Influence of Soil Saturation on the Free Field Response of Liquefiable Soils
- Numerical Analysis of Wave Propagation in Two-Phase Soil Medium