| 复合材料模型分析加筋地基承载力 |
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| 引用本文： | 沈超,王钊.复合材料模型分析加筋地基承载力[J].中国农村水利水电,2005,0(5):57-59. |
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| 作者姓名： | 沈超 王钊 |
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| 作者单位： | 武汉大学土木与建筑工程学院,武汉,430072 |
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| 摘 要： | 利用复合材料模型模拟加筋地基，按照土塑性力学分析加筋地基的变形和破坏，并按传统滑移线解法推导出浅基础加筋地基的承载力设计公式，利用实例比较探讨了本文方法与传统极限分析法的优缺点。
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| 关 键 词： | 复合材料 加筋地基 承载力 浅基础 |
| 文章编号： | 1007-2284(2005)05-0057-03 |
| 修稿时间： | 2004年12月10 |
Analysis of Bearing Capacity of Reinforced Foundation by Composite Material Model |
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| SHEN Chao,WANG Zhao.Analysis of Bearing Capacity of Reinforced Foundation by Composite Material Model[J].China Rural Water and Hydropower,2005,0(5):57-59. |
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| Authors: | SHEN Chao WANG Zhao |
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| Abstract: | A composite-material model is used to simulate reinforced foundation, and its deformation and failure are analyzed according to soil plasticity mechanics. Furthermore, the bearing capacity design formula of reinforced soil of shallow foundation is also developed using traditional slip-line field method. Case studies are made to compare this design approach with traditional limit analysis. |
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| Keywords: | composite material reinforced foundation bearing capacity shallow foundation |
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