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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 | |
Volume | 33Issue:5Pages:612 |
ISSN | 0459-1879 |
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 By | CSCD |
Language | 中文 |
CSCD ID | CSCD:703919 |
Citation statistics |
Cited Times:4[CSCD]
[CSCD Record]
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Document Type | 期刊论文 |
Identifier | http://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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