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| 对称边坡三维稳定性计算方法 | |
| 引用本文： | 朱大勇,丁秀丽,刘华丽,钱七虎. 对称边坡三维稳定性计算方法[J]. 岩石力学与工程学报, 2007, 26(1): 22-27 |
| 作者姓名： | 朱大勇 丁秀丽 刘华丽 钱七虎 |
| 作者单位： | 1. 合肥工业大学,土木建筑工程学院,安徽,合肥,230009;中国科学院,水利部成都山地灾害与环境研究所,四川,成都,610041 2. 长江科学院,湖北,武汉,430019 3. 中国人民解放军理工大学,江苏,南京,210007 |
| 基金项目： | 国家自然科学基金;国家自然科学基金;中国科学院知识创新工程项目 |
| 摘 要： | 提出一种适合对称或近似对称边坡的三维稳定性计算方法。首先,根据简单的平衡条件,假设三维滑面正应力的初始分布;然后,用含有2个待定参数的修正函数对其进行修正,根据三维对称滑体的3个平衡条件,导出含安全系数及待定参数的平衡方程组,进而化简为关于安全系数的3次代数方程;最后,得到三维安全系数的显式计算公式。该方法的优点是不需考虑条柱间具体的作用力、严格满足三维平衡条件、计算过程简单。算例分析表明,初始正应力的假设与修正函数的选择对最终安全系数结果的影响不大,从而可保证该方法的合理性与有效性。 |
| 关 键 词： | 边坡工程 三维极限平衡 安全系数 显式解 |
| 文章编号： | 1000-6915（2007）01-0022-06 |
| 收稿时间： | 2006-02-24 |
| 修稿时间： | 2006-04-30 |
METHOD OF THREE-DIMENSIONAL STABILITY ANALYSIS OF A SYMMETRICAL SLOPE |
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| ZHU Dayong,DING Xiuli,LIU Huali,QIAN Qihu. METHOD OF THREE-DIMENSIONAL STABILITY ANALYSIS OF A SYMMETRICAL SLOPE[J]. Chinese Journal of Rock Mechanics and Engineering, 2007, 26(1): 22-27 | |
| Authors: | ZHU Dayong DING Xiuli LIU Huali QIAN Qihu |
| Affiliation: | 1.School of Civil Engineering,Hefei University of Technology,Hefei,Anhui 230009,China;2.Institute of Mountain Hazards and Environment,Chinese Academy of Sciences,Chengdu,Sichuan 610041,China;3.Yangtze River Scientific Research Institute,Wuhan,Hubei 430019,China;4.PLA University of Science and Technology,Nanjing,Jiangsu 210007,China |
| Abstract: | A new method is proposed for three-dimensional stability analysis of symmetrical or approximately symmetrical slopes.By using a simple equilibrium condition,the normal stress distribution over the three-dimensional slip surface is assumed,which is then multiplied by a modification function involving two unknown parameters.According to three equilibrium conditions of three-dimensional symmetrical slope,three equilibrium equations in terms of the factor of safety and two parameters are derived that are then reduced to a cubical equation in terms of the factor of safety and finally yield the explicit solution to the three-dimensional factor of safety.The presented method does not need consideration of the inter-column forces,rigorously satisfies the equilibrium conditions,and costs fewer computation efforts than the conventional methods of columns.Example studies show that the assumption regarding the initial normal stress distribution over the slip surface and the selection of modification functions has relatively insignificant effect on the value of factor of safety,thus ensures the reasonableness and effectiveness of the proposed method. |
| Keywords: | slope engineering three-dimensional limit equilibrium factor of safety explicit solution |
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