Indexed by:
Abstract:
通过非线性有限单元法分析了堤坝下软基土工织物的加筋效果,土与土工织物的界面强度对加筋效果的影响,多层土工织物的加筋效果等问题,得出了最优加筋层数、加筋垫层应力扩散效果等一系列对工程设计有用的结论.
Keyword:
Reprint 's Address:
Email:
Version:
Source :
岩土工程学报
ISSN: 1000-4548
CN: 32-1124/TU
Year: 1999
Issue: 4
Volume: 21
Page: 438-443
Cited Count:
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 0
Affiliated Colleges: