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加筋路堤临界高度上限分析
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本文依据加筋理论,假定加筋路堤边坡的破裂面为对数螺旋面,运用极限分析的上限原理推导加筋路堤临界高度的上限解.在不计加筋力时,该解与无筋路堤的临界高度一致.结合算例,得出加筋能提高路堤临界高度的结论.
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Conference Name
第一届中国水利水电岩土力学与工程学术讨论会
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中国岩石力学与工程学会
Place
昆明
Date
2006-10-14
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WF:confartical6374751
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Chinese
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Year: 2006
Page: 225-228
Language: Chinese
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ESI Highly Cited Papers on the List: 0 Unfold All
WanFang Cited Count: -1
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30 Days PV: 3
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