Analysis for Surrounding Rock Instability and Research for Stability Control Technology in Underground Engineering-Reference-Cited by-同舟云学术

Analysis for Surrounding Rock Instability and Research for Stability Control Technology in Underground Engineering

Published:2012-05 Issue: Volume:170-173 Page:1367-1371
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Bao Xian Kai¹,Li Yi²

Affiliation:

1. Inner Mongolia University Of Science and Technology

2. Taiyuan University of Technology

Abstract

Aiming at the surrounding damage and instability in underground excavation and operation, an analysis of surrounding rock damage modes and an exploration of damage mechanism are done and an conclusion of control principles and means for surrounding rock deformation and damage is made in the thesis. The result dovetailed with engineering and provides reference for engineering design and operation.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.170-173.1367.pdf

Reference5 articles.

1. Xue-fu Yu, Ying-ren Zheng, Huan-heng Liu. Underground Engineering Surrounding Bed Stability Analysis [M]. Beijing: China Coal Industrial Publishing House, (1980).

2. Hoek E and Brown E.T. Empirical Strength Criterion for Rock Masses [J]. ASCE, Journal of the Geotechnical Engineering Division, 1980, 106(9): 1013-1035.

3. Jun-hu Jiao, Yong-bo Zhang. Present Research Situation and Development of Mechanics Secant Modulus [J]. Taiyuan University of Technology Bulletin, 2002. 11.

4. Man-chao He, Dong-yan Liu. Rock Mechanics and Engineering [M]. Beijing: Science Press, 2002. 8.

5. Chuan-hua Xu, Qing-wen Ren. Analysis Methods Research Develop of Underground Surrounding Bed Stability [J]. Metal Mine, 2003, (2): 34-37.

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