| Monte Carlo模拟法与基坑变形的可靠度分析 |
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| 引用本文： | 杨林德,徐超.Monte Carlo模拟法与基坑变形的可靠度分析[J].岩土力学,1999,20(1):15-18. |
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| 作者姓名： | 杨林德 徐超 |
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| 作者单位： | 同济大学地下建筑与工程系,上海,200092 |
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| 摘 要： | 将Ｍｏｎｔｅ Ｃａｒｌｏ模拟法与有限元技术结合，对基坑变形的稳定怀进行了可靠度分析，并通过重构响应面来提高Ｍｏｎｔｅ Ｃａｒｌｏ模拟法的计算效率，研究表明该方法可行，计算结果较符合实际。
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| 关 键 词： | 基坑 MonteCarlo模拟 响应面 有限元 深基础变形 |
Monte Carlo Simulation and Reliability Analysis on the Deformation of Foundation Pit |
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| Yang Linde,Xu Chao.Monte Carlo Simulation and Reliability Analysis on the Deformation of Foundation Pit[J].Rock and Soil Mechanics,1999,20(1):15-18. |
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| Authors: | Yang Linde Xu Chao |
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| Abstract: | Combining Monte Carlo simulation with finite element method, this paper gives a way to analyze the probability of the deformation stability of foundation pit. Response surface method is employed to improve the calculation efficiency of direct Monte Carlo simulation technique. The application shows that the calculation results could be in accordance with the actual situation. |
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| Keywords: | foundation pit Monte Carlo simulation response surface finite element method |
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