IMECH-IR  > 力学所知识产出(1956-2008)
水平动载下饱和砂土地基液化区扩展
张金来; 鲁晓兵; 王淑云
Source Publication岩土工程技术
2004
Volume18Issue:1Pages:8-10
ISSN1007-2993
Abstract 对一侧受沿深度分布的水平振动载荷时,半无限饱和砂土地基液化区域的扩展进行了数值分析。结果表明: 在水平振动载荷作用下,砂土地基液化区域从载荷端由近到远逐渐发展;随载荷强度和频率的增加,以及土体模量的减小,液 化发展逐渐加快。在考虑的频率范围内,随着载荷频率的增加,土体表面的变形和土中的孔隙压力上升速度增加。
Subject Area力学
Indexed ByCSCD/EI
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/17055
Collection力学所知识产出(1956-2008)
Recommended Citation
GB/T 7714
张金来,鲁晓兵,王淑云. 水平动载下饱和砂土地基液化区扩展[J]. 岩土工程技术,2004,18,1,:8-10.
APA 张金来,鲁晓兵,&王淑云.(2004).水平动载下饱和砂土地基液化区扩展.岩土工程技术,18(1),8-10.
MLA 张金来,et al."水平动载下饱和砂土地基液化区扩展".岩土工程技术 18.1(2004):8-10.
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