Study of prediction of rockburst intensity based on efficacy coefficient method
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Study of prediction of rockburst intensity based on efficacy coefficient method
Vol. 31, Issue 2, (2010)
作者机构:
浙江大学 建筑工程学院,杭州,310058
作者简介:
基金信息:
DOI:
CLC:TU457
Online First:24 March 2010,
Published:2010
稿件说明:
移动端阅览
WANG Ying-chao, SHANG Yue-quan, SUN Hong-yue, et al. Study of prediction of rockburst intensity based on efficacy coefficient method[J]. 2010, 31(2).
DOI:
WANG Ying-chao, SHANG Yue-quan, SUN Hong-yue, et al. Study of prediction of rockburst intensity based on efficacy coefficient method[J]. 2010, 31(2).DOI:
Study of prediction of rockburst intensity based on efficacy coefficient method
Tunnel boring machine vibration characteristics and dynamic disturbance-induced failure mechanisms of surrounding rock in deep tunnels
Relationship between surrounding rock quality based on multifactor evaluation and overbreak-underbreak of tunnels
Analysis of rockburst proneness under condition of combining spalling
Classification model of surrounding rock of underground oil storage caverns based on weights back analysis method and efficacy coefficient method and its application
Test of rockburst in straight-wall-top-arch roadways(tunnels) and its splitting and shearing failure analysis
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HE Ben-guo
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FENG Xia-ting
WANG Jie
GENG Xiao-jie
WU Shun-chuan
GAO Yong-tao
LIU Fang-biao
Related Institution
State Key Laboratory of Intelligent Deep Metal Mining and Equipment, Northeastern University
School of Civil and Environmental Engineering, University of Science and Technology Beijing
Shimao Property Holdings Co., Ltd.
State Key Laboratory of Geomechanics and Geotechnical Engineering, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
Research Center of Geotechnical and Structural Engineering, Shandong University