振动荷载下饱和砂土液化区的发展

IMECH-IR > 力学所知识产出(1956-2008)

	振动荷载下饱和砂土液化区的发展
	鲁晓兵; 张加华; 杨振声
Source Publication	工程抗震
	1999-09-05
Issue	3 Pages:30-31+8
Abstract	本文以两相介质理论为基础 ,将饱和砂土简化为一维情况 ,对饱和砂土液化区的范围做了一些理论探讨。结果表明 ,液化区扩展随时间而逐渐变缓 ,且固相密度越大 ,发展越慢 ,而dp/dn越大 ,则液化区扩展越快。
Keyword	饱和砂土液化区扩展
Language	中文
Document Type	期刊论文
Identifier	http://dspace.imech.ac.cn/handle/311007/41466
Collection	力学所知识产出(1956-2008)
Corresponding Author	鲁晓兵
Recommended Citation GB/T 7714	鲁晓兵,张加华,杨振声. 振动荷载下饱和砂土液化区的发展[J]. 工程抗震,1999,3,:30-31+8.
APA	鲁晓兵,张加华,&杨振声.(1999).振动荷载下饱和砂土液化区的发展.工程抗震(3),30-31+8.
MLA	鲁晓兵,et al."振动荷载下饱和砂土液化区的发展".工程抗震 .3(1999):30-31+8.

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