| 基于强度折减系数的岩土体抗剪强度参数的反演 |
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| 引用本文： | 蔡影.基于强度折减系数的岩土体抗剪强度参数的反演[J].盐城工学院学报(自然科学版),2017,30(1):75-78. |
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| 作者姓名： | 蔡影 |
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| 作者单位： | 重庆交通大学 河海学院, 重庆 400041 |
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| 摘 要： | 边坡岩土参数是滑坡治理方案设计的关键,合理确定滑坡岩土参数,对于滑坡治理非常重要。在介绍了目前参数确定的主要方法、分析其影响因素的同时,基于强度折减系数通过反演分析法确定岩土体的抗剪强度参数。
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| 关 键 词： | 边坡 岩土参数 反演分析法 |
| 收稿时间： | 2016/11/14 0:00:00 |
Inversion of Shear Strength Parameters of Rock and Soil Based on Strength Reduction Factor |
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| CAI Ying.Inversion of Shear Strength Parameters of Rock and Soil Based on Strength Reduction Factor[J].Journal of Yancheng Institute of Technology(Natural Science Edition),2017,30(1):75-78. |
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| Authors: | CAI Ying |
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| Institution: | School of River and Ocean, Chongqing Jiaotong University, Chongqing400041, China |
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| Abstract: | Slope geotechnical parameters are the key to the design of landslide control scheme, and it is very important to determine landslide geotechnical parameters reasonably for landslide treatment. In this paper, the main method of parameter determination is introduced, and the influence factors are analyzed. The shear strength parameters of rock mass are determined by inversion analysis method based on strength reduction coefficient. |
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| Keywords: | slope geotechnical parameters inversion analysis method |
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