The Effect on the Stress Distribution of the Slope for Rock and Soil Characteristics

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Abstract:

Failure of slope generally sites along the slope of the stress concentration, while there are too many factors affecting stress distribution of slope, including the geometry of the slope, the strength parameters, the boundary conditions and constraints, etc. In this paper, considering the edge affect the elastic modulus of rock and soil slope, Poisson's ratio, shear strength parameters and other characteristics factors, by using finite element modeling to analyze the distribution forms of stress of the different slope, every factors affecting on the stress distribution of the different slope can be obtained. Through in-depth analysis, getting some understanding of regularity, it can be used to guide the engineering practice and has some promotional value.

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Periodical:

Advanced Materials Research (Volumes 1065-1069)

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227-231

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Online since:

December 2014

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© 2015 Trans Tech Publications Ltd. All Rights Reserved

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[1] Wuhan Institute of Mechanics, in: Chinese Academy of Experimental study of rock and calculation method [M], edtied by Rock slope stability Beijing: Science Press(1981).

Google Scholar

[2] Tony Han Chuan, Wang Sijing, in: Dump slope formation mechanism and deformation analysis of influencing factors [J], edtied by Journal of Engineering Geology (1999, 7: 213-217).

Google Scholar

[3] Deng Weidong, in: Other highway slope stabilization techniques [M], edtied by People's Communications Press, Beijing(2006).

Google Scholar

[4] Chen Zuyu, in: soil slope stability analysis - Principle • Method • Program [M], edtied by China Water Power Press, Beijing(2003).

Google Scholar

[5] Zheng Yingren, Zhaoshang Yi, Deng Weidong, in: Rock slope failure mechanism of finite element numerical simulation analysis [J], edtied by Rock Mechanics and Engineering (2003, 22 (12): 1943-1952).

Google Scholar