| 黄土边坡稳定性分析方法的比较研究 |
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| 引用本文： | 赵炜,孟林.黄土边坡稳定性分析方法的比较研究[J].山西建筑,2012,38(13):77-78. |
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| 作者姓名： | 赵炜 孟林 |
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| 作者单位： | 陕西彬长集团有限公司,陕西咸阳,713500 |
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| 摘 要： | 在考虑边坡含水量、坡高、坡角及土的抗剪强度参数变化的条件下,对瑞典法、毕肖普法、简布法三种边坡稳定性分析方法计算所得安全系数进行了比较分析,揭示出坡角是影响三者差异性最主要的因素。
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| 关 键 词： | 土坡 含水量 抗剪强度 安全系数 |
Comparative study on analytical methods of soil slope stability |
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| ZHAO Wei,MENG Lin.Comparative study on analytical methods of soil slope stability[J].Shanxi Architecture,2012,38(13):77-78. |
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| Authors: | ZHAO Wei MENG Lin |
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| Affiliation: | (Shannxi Binchang Group Co.,Ltd,Xianyang 713500,China) |
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| Abstract: | The paper comparatively analyzes security coefficients of three kinds of slope stability analysis methods of Sweden method,Bishop method and Jianbu method under the condition of considering slope moisture,slope height,slope angle and soil shear strength parameter,and demonstrates that slope angle is the major factors influencing the difference of three methods. |
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| Keywords: | slope moisture shear strength security coefficient |
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