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组合式插筋补强护坡数值模拟分析
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根据室内模拟试验研究,分析了组合式插筋补强边坡的变形规律、破坏特征,并在模拟试验的基础上,为探索其规律性,对各种土坡进行了有限元对比分析计算,进而对组合式插筋补强作用机理进行了深入分析。
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CNKI:BJGD602.002
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Chinese
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Source :
北京工业大学学报
Year: 1996
Issue: 02
Page: 17-28
Cited Count:
WoS CC Cited Count: 0
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ESI Highly Cited Papers on the List: 0 Unfold All
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30 Days PV: 3
Affiliated Colleges:
城市建设学部 建筑工程学院
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