Paper Title:

Numerical Investigation into Rockburst Prevention Technology in Deep-Buried Tunnels with Circular Cross-Section

Periodical Advanced Materials Research (Volumes 368 - 373)
Main Theme Advances in Civil Engineering and Architecture Innovation
Chapter Chapter 2: Disaster Prevention and Reduction of Civil Engineering
Edited by Qing Yang, Li Hua Zhu, Jing Jing He, Zeng Feng Yan and Rui Ren
Pages 1192-1195
DOI 10.4028/
Citation Xin Yu Wang et al., 2011, Advanced Materials Research, 368-373, 1192
Online since October 2011
Authors Xin Yu Wang, Zhu Shan Shao, Yu Ming Cui
Keywords Advance Dig-Hole, Deep-Buried Tunnel, Preventive Measure, Rock Burst, Softening of Surrounding Rock
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Rockburst is a common dynamic failure phenomenon in deep-buried underground construction process, which greatly threatened the safety of equipment and person. In the paper, combined with the engineering of Xinjiang Xiabandi hydraulic and the Russense’s rockburst criteria, the finite element analysis are employed to study the effect of advance dig-hole and softening of surrounding rock. The results of the study indicate that the two measures can effectively reduce the intensity of rockburst level in the construction of deep-buried tunnel.