IMECH-IR  > 流固耦合系统力学重点实验室
Theoretical Solution for Dynamic Responses of Saturated Soils
Xiong CX; Lu XB(鲁晓兵); Zhang XH(张旭辉)
Source PublicationIACGE 2013: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices
2013
Pages11-18
Conference Name2nd International Conference on Geotechnical and Earthquake Engineering (IACGE 2013)
Conference DateOCT 25-27, 2013
Conference PlaceChengdu, China
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.

KeywordDynamic Loads Dynamic Response Earthquake Engineering Engineering Geology Perturbation Techniques Seismology Controlling
DepartmentLMFS海洋土力学(LHO)
ISBN978-0-7844-1312-8
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Indexed ByEI
Language英语
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Document Type会议论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/48351
Collection流固耦合系统力学重点实验室
Recommended Citation
GB/T 7714
Xiong CX,Lu XB,Zhang XH. Theoretical Solution for Dynamic Responses of Saturated Soils[C]IACGE 2013: Challenges and Recent Advances in Geotechnical and Seismic Research and Practices,2013:11-18.
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