Chapter
Nov 12, 2013
Theoretical Solution for Dynamic Responses of Saturated Soils
Authors: Chuanxiang Xiong, Xiaobing Lu, and Xuhui ZhangAuthor Affiliations
Publication: IACGE 2013: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices
Abstract
Dynamic responses of soil foundation are difficult to analyze, though it is related to kinds of practices. In this paper, dynamic responses of soil foundation under dynamic load were analyzed theoretically. Perturbation method was used to obtain the theoretical solution. Controlling equations were about liquid-solid two-phase media. Flow, function, and potential function were introduced to decouple the controlling equations. Then, perturbation expansion was introduced into the equations of flow, function, and potential function. The responses' characteristics are discussed.
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Information
Published In
IACGE 2013: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices
Pages: 11 - 18
Copyright
© 2013 American Society of Civil Engineers.
History
Published online: Nov 12, 2013
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ASCE Technical Topics:
- Analysis (by type)
- Continuum mechanics
- Dynamic analysis
- Dynamic loads
- Dynamic response
- Dynamics (solid mechanics)
- Engineering fundamentals
- Engineering mechanics
- Flow (fluid dynamics)
- Fluid dynamics
- Fluid mechanics
- Foundations
- Geomechanics
- Geotechnical engineering
- Hydrologic engineering
- Potential flow
- Saturated soils
- Soft soils
- Soil analysis
- Soil dynamics
- Soil mechanics
- Soil properties
- Soils (by type)
- Solid mechanics
- Structural dynamics
- Water and water resources
Authors
Affiliations
Chuanxiang Xiong
School of Environment and Resources, Fuzhou University, Fujian 350108, China
Xiaobing Lu
Institute of Mechanics, Chinese Academy of Sciences, Beijing 100080, China
Xuhui Zhang
Institute of Mechanics, Chinese Academy of Sciences, Beijing 100080, China
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Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.