Study on Stability of Consequent Rock Slope by Simulation Experiment

Abstract:

Article Preview

Based on similarity theory, the geologic mechanics model is established and to be used for studying distortion and breakage mechanism of consequent rock slope. The paper introduces the design and process of the experimentation. Through experimentation of a slope model, the stability of a slope is studied. After analyzing the phenomenon and data of the experimentation, it is found that the major deformation model is slippage. The mode of breakage is sliding and fracturing. The process of slippage is graded. The more hinder the position of coast is, the smaller the obliquity of rip face is. The deformation and breakage of bedding slope firstly arises at the dig face near the earth's surface.

Info:

Periodical:

Advanced Materials Research (Volumes 261-263)

Edited by:

Jingying Zhao

Pages:

1470-1474

DOI:

10.4028/www.scientific.net/AMR.261-263.1470

Citation:

P. L. Huang and C. X. Chen, "Study on Stability of Consequent Rock Slope by Simulation Experiment", Advanced Materials Research, Vols. 261-263, pp. 1470-1474, 2011

Online since:

May 2011

Export:

Price:

$38.00

[1] Yuan Daxiang, Zhu Zilong, Zhu Qiaosheng: Journal of China Three Goreges University (Natural Sciences) Vol. 23 (2001), pp.193-212, in Chinese.

[2] Huang Changqian, Ding Enbao: Hydroplant Design Vol. 15 (1999), pp.53-58, in Chinese.

[3] Lin Yunmei: Experimental Rock Mechanic - Simulation Study (Coal Industry Publishing House, Beijing 1984), in Chinese.

[4] Zuo Baocheng, Chen Congxin, Liu Caihua et al.: Liu Xiaowei: Rock and Soil Mechanics Vol. 25 (2004), pp.1805-1808, in Chinese.

[5] Xu Dongjun, Chen Congxin, Liu Xiaowei: Chinese Journal of Rock Mechanics and Engineering Vol. 18(1999), pp.369-372, in Chinese.

[6] Zhang Yongxing: Journal of Rock and Soil Engineering Vol. 17 (1995), pp.77-84, in Chinese.

In order to see related information, you need to Login.