FDEM numerical modeling of failure mechanisms of anisotropic rock masses around deep tunnels

P Deng, Q Liu, X Huang, Y Pan, J Wu - Computers and Geotechnics, 2022 - Elsevier
The failure mechanism and failure mode of anisotropic rock masses are very different from
those of isotropic rock masses. For unsupported tunnels, the failure modes of anisotropic …

Subsidence mechanism and stability assessment methods for partial extraction mines for sustainable development of mining cities—A review

Y Yu, SE Chen, KZ Deng, P Wang, HD Fan - Sustainability, 2018 - mdpi.com
Partial extraction methods such as underground strip pillar mining or room-and-pillar mining
are widely adopted techniques to control ground subsidence. However, pillar failure in …

Three-dimensional stress-transfer mechanism and soil arching evolution induced by shield tunneling in sandy ground

XT Lin, RP Chen, HN Wu, HZ Cheng - Tunnelling and Underground Space …, 2019 - Elsevier
Tunnel excavation inevitably causes variations in stress and displacement fields in soil,
which could affect the serviceability and safety of the adjacent underground structures …

Calculation of earth pressure distribution on the deep circular tunnel considering stress-transfer mechanisms in different zones

XT Lin, RP Chen, HN Wu, FY Meng, D Su… - … and Underground Space …, 2022 - Elsevier
It is of great significance for ensuring the lining safety to reasonably determine the earth
pressure on the tunnel, especially the deep-buried tunnel. In this study, the stress-transfer …

Displacement measurement techniques and numerical verification in 3D geomechanical model tests of an underground cavern group

QB Zhang, L He, WS Zhu - Tunnelling and Underground Space Technology, 2016 - Elsevier
In this paper, the stability of an underground cavern group is investigated on the basis of
large-scale 3D geomechanical model tests and numerical simulations. Multiple …

[HTML][HTML] An overview of particle-based numerical manifold method and its application to dynamic rock fracturing

X Li, J Zhao - Journal of Rock Mechanics and Geotechnical …, 2019 - Elsevier
This review summarizes the development of particle-based numerical manifold method
(PNMM) and its applications to rock dynamics. The fundamental principle of numerical …

Stability analysis of underground oil storage caverns by an integrated numerical and microseismic monitoring approach

K Ma, CA Tang, LX Wang, DH Tang, DY Zhuang… - … and Underground Space …, 2016 - Elsevier
Underground storage in unlined caverns is of great significance for storing energy
resources. Construction of underground storage caverns is an extremely complex process …

Tunnel stability analysis of coral reef limestone stratum in ocean engineering

XY Zhang, LW Zhang, J Wu, H Fu, LY Dian - Ocean Engineering, 2022 - Elsevier
The islands and coasts in the South China Sea have developed coral reefs, which are the
basis for the development of ocean resources and the construction of ocean engineering …

Large-scale model test and numerical analysis of load-bearing arch characteristics of large cross-section tunnel under high geostress

F Sun, Z Sun, D Zhang, M Li - Engineering Failure Analysis, 2024 - Elsevier
Understanding the failure process and the load-bearing arch effect of the surrounding rock is
crucial for the stability control and support design of tunnels under high geostresses. In this …

Stability analysis and failure mechanism of the steeply inclined bedded rock masses surrounding a large underground opening

A Li, N Xu, F Dai, G Gu, Z Hu, Y Liu - Tunnelling and Underground Space …, 2018 - Elsevier
The stability of high sidewalls of large-span underground openings is a crucial geological
engineering issue when the steeply inclined rock strata form a small angle to the cavern …