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Abstract:
结合土结构性理论,采用土结构弹塑性损伤模型,通过典型算例有限元分析,探讨软土地基性状,较好地解释工程实践中某些问题.
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Source :
福州大学学报(自然科学版)
ISSN: 1000-2243
CN: 35-1337/N
Year: 2001
Issue: 5
Volume: 29
Page: 89-92
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SCOPUS Cited Count:
ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count:
Chinese Cited Count:
30 Days PV: 1
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