Study on karst waterburst mechanism and prevention countermeasures in Yuanliangshan tunnel
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Study on karst waterburst mechanism and prevention countermeasures in Yuanliangshan tunnel
Vol. 27, Issue 2, (2006)
作者机构:
1. 北京交通大学 土建学院,北京,100044
2. 中国矿业大学(北京) 力学与建筑工程学院,北京,100083
3. 中国地质大学(北京) 岩土工程与地热工程创新基地,北京,100083
作者简介:
基金信息:
DOI:
CLC:TV554
Online First:25 October 2013,
Published:2006
稿件说明:
移动端阅览
LIU Zhao-wei, HE Man-chao, WANG Shu-ren. Study on karst waterburst mechanism and prevention countermeasures in Yuanliangshan tunnel[J]. 2006, 27(2).
DOI:
LIU Zhao-wei, HE Man-chao, WANG Shu-ren. Study on karst waterburst mechanism and prevention countermeasures in Yuanliangshan tunnel[J]. 2006, 27(2).DOI:
Study on karst waterburst mechanism and prevention countermeasures in Yuanliangshan tunnel
By means of investigation on the engineering geological conditions
numerical modeling
and theoretical analysis
the mechanism of the karst water burst and its prevention countermeasures in Yuanliangshan tunnel are researched systematically. The results show that the karst water burst in tunnels is a gradually developed process
which is influenced by water pressure
different filling materials and the plastic zones around the tunnel. The mechanism of the karst water burst in tunnels is summarized; and in light of the karst conditions exposed in Yuanliangshan tunnel
the principles for preventing the karst waterburst are established. Thus
construction of tunnels under complex karst conditions with safety and high efficiency has been achieved.
Coupling mechanism of seepage and heat transfer in rock fracture based on physics-informed neural networks
Influence of construction gap on the force of steel lining in compressed air storage cavern
Stability and failure mode analysis of tunnel face in composite ground with upper sand and lower clay layers
Characterization method for the three-dimensional soil cutting failure surface based on damage energy dissipation
Pullout simulation on fully grouted rock bolts based on residual shear strength
Related Author
WANG Zhi-liang1
XIAO Zhi-huan1
SHEN Lin-fang1
LI Shao-Jun2
ZHANG Gui-min
SUN Wen-qing
ZHU Ze-fan
SU Yong-kang
Related Institution
Faculty of Civil Engineering and Mechanics, Kunming University of Science and Technology
State Key Laboratory of Geomechanics and Geotechnical Engineering Safety, Institute of Rock and Soil Mechanics, Chinese Academy of Sciences
School of Mechanics and Civil Engineering, China University of Mining and Technology
State Key Laboratory of Intelligent Construction and Healthy Operation and Maintenance of Deep Underground Engineering, China University of Mining and Technology