IMECH-IR  > 力学所知识产出(1956-2008)
垂向动载下饱和砂土液化发展的数值模拟
鲁晓兵; 谈庆明; 俞善炳; 郑哲敏
Source Publication力学学报
2001
Volume33Issue:5Pages:612
ISSN0459-1879
Abstract针对一维应变情况,建立了垂向荷载作用时饱和砂土的一维应变动力学模型,然后进行了分析。得到了在垂向荷载作用下,饱和砂土液化发展过程的特性。结果表明,渗透系数越小,骨架强度越低,扰动强度越大,液化发展越快。
Keyword垂向动载 饱和砂土 液化 液化区
Subject Area力学
Indexed ByCSCD
Language中文
CSCD IDCSCD:703919
Citation statistics
Cited Times:4[CSCD]   [CSCD Record]
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/15908
Collection力学所知识产出(1956-2008)
Recommended Citation
GB/T 7714
鲁晓兵,谈庆明,俞善炳,等. 垂向动载下饱和砂土液化发展的数值模拟[J]. 力学学报,2001,33,5,:612.
APA 鲁晓兵,谈庆明,俞善炳,&郑哲敏.(2001).垂向动载下饱和砂土液化发展的数值模拟.力学学报,33(5),612.
MLA 鲁晓兵,et al."垂向动载下饱和砂土液化发展的数值模拟".力学学报 33.5(2001):612.
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