IMECH-IR  > 力学所知识产出(1956-2008)
饱和软基爆炸排水机理的初步研究
张加华; 杨振声; 金镠
Source Publication海洋工程
1997
Volume15Issue:4Pages:90
ISSN1005-9865
Abstract在现场实验研究的基础上,提出了饱和两相介质在爆炸动载下排水固结机理的一维简化模型。数值计算结果表明在强动载作用下,土层中两相介质由于运动惯性不同,两者会出现分离运动,土体的排水速度与两相介质的运动有关。动载作用后两相介质仍具有较大的惯性,继续排水,这与静载下是不同的。土中孔隙压力的变化与两相介质运动有关,计算值与实测值在量级上有可比性。
Keyword爆炸 饱和两相介质 排水
Indexed ByCSCD
Language中文
CSCD IDCSCD:373797
Citation statistics
Document Type期刊论文
Identifierhttp://dspace.imech.ac.cn/handle/311007/35050
Collection力学所知识产出(1956-2008)
Corresponding Author张加华
Recommended Citation
GB/T 7714
张加华,杨振声,金镠. 饱和软基爆炸排水机理的初步研究[J]. 海洋工程,1997,15,4,:90.
APA 张加华,杨振声,&金镠.(1997).饱和软基爆炸排水机理的初步研究.海洋工程,15(4),90.
MLA 张加华,et al."饱和软基爆炸排水机理的初步研究".海洋工程 15.4(1997):90.
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