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Abstract:
在对现有土钉墙设计方法进行分析的基础上,指出了其存在的不足,提出了土钉墙设计的滑楔平衡法,并利用该方法对边坡稳定中的几个问题进行了讨论.最后通过工程实例说明了这一方法的应用.
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工业建筑
ISSN: 1000-8993
Year: 2002
Issue: 2
Volume: 32
Page: 33-36
Cited Count:
WoS CC Cited Count: 0
SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count: 30
Chinese Cited Count:
30 Days PV: 1
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