An analytical model for face stability of tunnels traversing the fault fracture zone with high hydraulic pressure

Author:

Han Kaihang,Wang Lin,Su Dong,Hong Chengyu,Chen Xiangsheng,Lin Xing-Tao

Funder

National Natural Science Foundation of China

National Key Research and Development Program of China

Publisher

Elsevier BV

Subject

Computer Science Applications,Geotechnical Engineering and Engineering Geology

Reference32 articles.

1. Face stability conditions with earth-pressure-balanced shields;Anagnostou;Tunn. Undergr. Sp. Technol.,1996

2. The face stability of slurry-shield-driven tunnels;Anagnostou;Tunn. Undergr. Sp. Technol. Inc. Trenchless,1994

3. Analysis of limit support pressure due to shield tunnelling with shallow overburden under seepage;Cao;Xinan Jiaotong Daxue Xuebao/J. Southwest Jiaotong Univ.,2019

4. Shallow tunnel face stability considering pore water pressure in non-homogeneous and anisotropic soils;Chen;Comput. Geotech.,2019

5. Centrifugal model tests of tunneling face failure under seepage flow;Chen;Yantu Lixue/Rock Soil Mech.,2015

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