| 基于 FLAC -3D 强度折减法的边坡稳定性影响因素敏感性分析 |
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| 引用本文： | 梅岭,季佩祥,张太玥. 基于 FLAC -3D 强度折减法的边坡稳定性影响因素敏感性分析[J]. 江苏科技大学学报(社会科学版), 2014, 0(3): 220-224 |
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| 作者姓名： | 梅岭 季佩祥 张太玥 |
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| 作者单位： | 江苏科技大学土木工程与建筑学院,江苏镇江212003 |
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| 摘 要： | 通过建立均质土坡模型，利用 FLAC -3D 软件的强度折减法，求解边坡稳定系数，系统地研究了边坡稳定性影响因素的敏感性问题。利用边坡稳定安全系数以及塑性贯通区作为边坡失稳的判据，通过每次改变一个参数变量来确定稳定系数 。
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| 关 键 词： | FLAC-3D 边坡稳定 敏感性分析 |
Sensitivity analysis of factors influencing stability of slope by strength reduction method based on FLAC - 3D |
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| Mei Ling,Ji Peixiang,Zhang Tai. Sensitivity analysis of factors influencing stability of slope by strength reduction method based on FLAC - 3D[J]. Journal of Jiangsu University of Science and Technology(Natural Science Edition), 2014, 0(3): 220-224 |
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| Authors: | Mei Ling Ji Peixiang Zhang Tai |
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| Affiliation: | yue ( School of Architecture and Civil Engineering,Jiangsn University of Science and Technology, Zhenjiang Jiangsu 212003, China) |
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| Abstract: | A solution to the stability coefficient of slope is obtained by establishing a homogeneous soil slope model and using FLAC - 3D software with the strength reduction method built in itself. The paper systematically studies the sensitivity factors of slope stability. The safety factor of slope stability and the plastic area are taken as the slope failure criterion. In order to find the relationship between the stability coefficient and the mechanical parameters of rock mass,and to find the most sensitive factor,only one parameter variable is changed. The re-sults show that the sensitivity of the angle of internal friction is the highest,and cohesive strength and soil weight are less sensitive. There is no permanent quantitative relationship between cohesive strength and soil weight. |
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| Keywords: | FLAC - 3D slope stability sensitivity analysis |
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