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等效动冰载下桶形基础的响应
王义华; 鲁晓兵; 王淑云; 时忠民
Source Publication中国海洋平台
2004-12-30
Volume19Issue:6Pages:15-17+14
Abstract对饱和砂土地基上等效动冰载下桶形基础的响应进行了实验研究。考察了均匀土层情况下的变形和影响区域,对承载特性进行了分析。结果表明,由于动冰载的作用,桶基周围土体逐渐软化甚至液化,土体强度降低,桶逐渐下沉,桶周围影响逐渐扩大,但是变形和影响区的发展逐渐达到一个稳定状态。该稳定状态可以作为工程设计时的一个重要参考。
Keyword桶形基础 饱和土 液化
Language中文
Funding Organization中科院、中海油联合重大项目(KJCX2-SW-L03-01) ; 国家自然科学基金(No.10202024)资助。
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/41688
Collection力学所知识产出(1956-2008)
Corresponding Author王义华
Recommended Citation
GB/T 7714
王义华,鲁晓兵,王淑云,等. 等效动冰载下桶形基础的响应[J]. 中国海洋平台,2004,19(6):15-17+14.
APA 王义华,鲁晓兵,王淑云,&时忠民.(2004).等效动冰载下桶形基础的响应.中国海洋平台,19(6),15-17+14.
MLA 王义华,et al."等效动冰载下桶形基础的响应".中国海洋平台 19.6(2004):15-17+14.
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