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    Thickness Calculation of Accumulative Damaged Zone by Rock Mass Blasting Based on Hoek–Brown Failure Criterion 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 002:;page 04021273
    Author(s): Wenfeng Tu; Liping Li; Zongqing Zhou; Chengshun Shang
    Publisher: ASCE
    Abstract: Tunnel excavation by cyclic blasting caused accumulative damages to the surrounding rocks, reducing the intactness of the rock mass. The blasting impact contributes to the formation of an excavation damaged zone (EDZ) ...
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    Prediction for Water Inrush Disaster Source and CFD-Based Design of Evacuation Routes in Karst Tunnel 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 005:;page 05022001
    Author(s): Shucai Li; Lin Bu; Shaoshuai Shi; Liping Li; Zongqing Zhou
    Publisher: ASCE
    Abstract: Tunnel construction in mountain areas, especially in karst regions, is challenging due to complex hydrogeological conditions in such regions, such as water inrush disaster induced by water-bearing structures that may ...
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    Peridynamics Simulation of Water Inrush Channels Evolution Process Due to Rock Mass Progressive Failure in Karst Tunnels 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 004:;page 04021028-1
    Author(s): Chenglu Gao; Liping Li; Zongqing Zhou; Zhuohui Li; Shuai Cheng; Lige Wang; Daosheng Zhang
    Publisher: ASCE
    Abstract: Water inrush is one of the most serious threats to the construction safety of karst tunnels. Numerical simulation is one of the important means of underground engineering research, which is of great significance for revealing ...
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