Study on Mechanism of Slope Instability with Weak Interlayer

Author:

Wang Yun Fei1,Zhong Fu Ping2,Chu Huai Bao3,Wang Li Ping3

Affiliation:

1. Henan Polytechnic University

2. School of Safe Science and Engineering Henan Polytechnic University Jiaozuo Henan 454000 China

3. School of Civil Engineering Henan Polytechnic University Jiaozuo Henan 454000 China

Abstract

In the process of the highway building, especially in mountain region the some complex geological conditions often appears. In this paper, using the slope of highway with weak interlayer as the research subject, systematically analyzing the stress field and plastic field during the excavation of the slope, obtained the failure mechanism of the slope with weak interlayer, which is a cyclic process that weak interlayer shear failure led to the tensile failure of its upper mass rock. It has extraordinarily important guiding significance for the protection and reinforcement of similar slope.

Publisher

Trans Tech Publications, Ltd.

Reference10 articles.

1. Shunchuan Wu, Xiaoping Zhang, Yang Liu: Rock and Soil Mechanics Vol. 29(2008), pp.2899-2905, in Chinese.

2. Baotian Xu, Qihu Qian, Changhong Yan, et al: Chinese Journal of Rock Mechanics and Engineering Vol. 28(2009) , pp.3959-3964, in Chinese.

3. Baotian Xu, Changhong Yan, Hanyong Chen, et al: Rock and Soil Mechanics Vol. 29(2008), pp.3077-3081, in Chinese.

4. Jianjun Zhao, Runqiu Yang, Nengpan Ju, et al: Journal of Engineering Geology Vol. 14(2006), pp.743-746, in Chinese.

5. Runqiu Huang, Jingan Fu, Luangsang Chan: The Chinese Journal of Geological Hazard and Control Vol. 11(2000), pp.6-10, in Chinese.

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