Parameters sensitivity analysis of dynamic stress concentration for deep buried tunnel under incident plane waves
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Parameters sensitivity analysis of dynamic stress concentration for deep buried tunnel under incident plane waves
Vol. 32, Issue 3, (2011)
作者机构:
1. 中国科学院武汉岩土力学研究所 岩土力学与工程国家重点实验室,武汉,430071
2. 安徽理工大学 土木建筑学院,安徽,淮南,232001
作者简介:
基金信息:
DOI:
CLC:TU352
Online First:21 March 2011,
Published:2011
稿件说明:
移动端阅览
WANG Chang-bo, LI Hai-bo, ZHOU Qing-chun, et al. Parameters sensitivity analysis of dynamic stress concentration for deep buried tunnel under incident plane waves[J]. 2011, 32(3).
DOI:
WANG Chang-bo, LI Hai-bo, ZHOU Qing-chun, et al. Parameters sensitivity analysis of dynamic stress concentration for deep buried tunnel under incident plane waves[J]. 2011, 32(3).DOI:
Parameters sensitivity analysis of dynamic stress concentration for deep buried tunnel under incident plane waves
Tunnel boring machine vibration characteristics and dynamic disturbance-induced failure mechanisms of surrounding rock in deep tunnels
Experimental study of deep tunnel surrounding rock rockburst proneness with similarity material simulating method based on digital speckle correlation technique
Deformation characteristics analysis of layered rockmass in deep buried tunnel
3-D scattering of plane P waves by a circular-arc alluvial valley
Application of Grey-ENN model to prediction of wall-rock deformation in deep buried tunnels
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