| 建筑场地边坡稳定性综合分析评价实例 |
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| 引用本文： | 文海家,丁志成,张永兴,刘东燕. 建筑场地边坡稳定性综合分析评价实例[J]. 地下空间与工程学报, 2001, 21(1): 8-13，22 |
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| 作者姓名： | 文海家 丁志成 张永兴 刘东燕 |
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| 作者单位： | 重庆大学土木工程学院, |
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| 摘 要： | 通过一个实例 ,深入分析了影响边坡稳定性的主要因素、边坡变形破坏的形式与特征。在此基础上 ,进一步研究了边坡稳定性分析有关计算参数的确定、计算方案方法的选择、计算剖面的选择等 ,并对计算成果进行分析。由此得出关于对建筑场地边坡稳定性进行较准确综合评价的几点认识。
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| 关 键 词： | 边坡环境地质条件 极限平衡分析 SARMA法 数值分析 FLAC程序 |
| 文章编号： | 1001-831X（2001）-01-0008-06 |
| 修稿时间： | 2000-09-15 |
A Sample of Comprehensive Analysis on Stability of Building Field Slope |
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| WEN Haijia et al.. A Sample of Comprehensive Analysis on Stability of Building Field Slope[J]. Chinese Journal of Underground Space and Engineering, 2001, 21(1): 8-13，22 |
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| Authors: | WEN Haijia et al. |
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| Abstract: | The main factors affecting the stability of building field slope, the way and feature of slope deformation and damage are deeply analyzed by a typical sample. On this basis, advanced studies are carried out on determination of parameters, selection of scheme, way and section, determination of conditions and performance of the solution for the calculation of slope stability and the results of its calculation were analyzed. As a result, some realizations about comprehensive analysis on stability of building field slope are gained. [ |
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| Keywords: | Environmental and geological conditions of slope limit equilibrium analysis SARMA method numerical analysis FLAC program |
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