中国科学院机构知识库网格
Chinese Academy of Sciences Institutional Repositories Grid
Transient dynamic response of pile to vertical load in saturated soil

文献类型:期刊论文

作者Xu, Bin2; Zhou, Xiang-Lian2; Jiang, Ling-Fa1; Wang, Jian-Hua2
刊名MECHANICS RESEARCH COMMUNICATIONS
出版日期2009
卷号36期号:5页码:618-624
关键词Saturated half-space Pile Transient loading Fredholm integral equation
ISSN号0093-6413
DOI10.1016/j.mechrescom.2009.01.004
英文摘要This investigation is concerned with the dynamic response of a pile embedded in a saturated half-space subjected to transient vertical loading. The pile is represented by a beam element, and the saturated medium uses Biot's three-dimensional elastodynamic theory. The governing equation, which is formulated under the approximation that the strain of the fictitious pile is equal to the corresponding average over a circular area in the extended half-space. is found to be a Fredholm integral equation, and solved by an appropriate numerical method. Time domain solutions are obtained by using numerical Fourier inversion transformation. Some numerical results are given. (c) 2009 Elsevier Ltd. All rights reserved.
WOS研究方向Mechanics
语种英语
WOS记录号WOS:000267513300010
出版者PERGAMON-ELSEVIER SCIENCE LTD
源URL[http://119.78.100.198/handle/2S6PX9GI/3213]  
专题岩土力学所知识全产出_期刊论文
作者单位1.Chinese Acad Sci, Inst Rock & Soil Mech
2.Shanghai Jiao Tong Univ, Dept Civil Engn;
推荐引用方式
GB/T 7714
Xu, Bin,Zhou, Xiang-Lian,Jiang, Ling-Fa,et al. Transient dynamic response of pile to vertical load in saturated soil[J]. MECHANICS RESEARCH COMMUNICATIONS,2009,36(5):618-624.
APA Xu, Bin,Zhou, Xiang-Lian,Jiang, Ling-Fa,&Wang, Jian-Hua.(2009).Transient dynamic response of pile to vertical load in saturated soil.MECHANICS RESEARCH COMMUNICATIONS,36(5),618-624.
MLA Xu, Bin,et al."Transient dynamic response of pile to vertical load in saturated soil".MECHANICS RESEARCH COMMUNICATIONS 36.5(2009):618-624.

入库方式: OAI收割

来源:武汉岩土力学研究所

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