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

Article Preview

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.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

1367-1371

Citation:

Online since:

May 2012

Authors:

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2012 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

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

Google Scholar

[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.

DOI: 10.1061/ajgeb6.0001029

Google Scholar

[3] Jun-hu Jiao, Yong-bo Zhang. Present Research Situation and Development of Mechanics Secant Modulus [J].Taiyuan University of Technology Bulletin, 2002.11.

Google Scholar

[4] Man-chao He, Dong-yan Liu. Rock Mechanics and Engineering [M].Beijing: Science Press, 2002.8.

Google Scholar

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

Google Scholar