Deformation failure characteristics of weathered phyllite tunnel and variable-stiffness support countermeasures: A case study

W Zan, L Liu, J Lai, E Wang, Y Zhou, Q Yang - Engineering Failure Analysis, 2023 - Elsevier
Extreme deformation and collapse induced by tunnelling commonly occur in weathered
phyllite strata even with conservative design. Taking a highway tunnel in weathered phyllite …

[HTML][HTML] Analysis of the interaction between bolt-reinforced rock and surface support in tunnels based on convergence-confinement method

Z Sun, D Zhang, Q Fang, Y Hou, N Huangfu - Journal of Rock Mechanics …, 2024 - Elsevier
To investigate the interaction of the bolt-reinforced rock and the surface support, an
analytical model of the convergence-confinement type is proposed, considering the …

Large deformation characteristics and the countermeasures of a deep-buried tunnel in layered shale under groundwater

Z Sun, D Zhang, M Li, F Guo - Tunnelling and Underground Space …, 2024 - Elsevier
Deep-buried tunnels constructed through layered soft rocks undergo large deformation,
which threatens their safety and leads to construction delay. When a soft rock tunnel is …

Numerical modelling and field observations on the failure mechanisms of deep tunnels in layered surrounding rock

S Lu, Z Sun, D Zhang, C Liu, J Wang… - Engineering Failure …, 2023 - Elsevier
Tunnelling through layered rock mass with high geo-stress often leads to large deformation
disasters, including rock collapses and structural failures. This study investigates the …

[HTML][HTML] Control effect and optimization scheme of combined rockbolt-cable support for a tunnel in horizontally layered limestone: A case study

J Wang, D Zhang, Z Sun, F Peng - Journal of Rock Mechanics and …, 2024 - Elsevier
This study focused on the mechanical behavior of a deep-buried tunnel constructed in
horizontally layered limestone, and investigated the effect of a new combined rockbolt–cable …

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 …

Failure investigation of the tunnel lining in expansive mudstone–A case study

H Zhang, G Liu, W Chen, G Guo, Z Xia, B Li, Z Li… - Engineering Failure …, 2024 - Elsevier
When studying the deformation characteristic of tunnel lining in the expansive surrounding
rock, most research focuses on the expansion effect of surrounding rock after water …

Enhancing tunnel stability under high ground stress: rheological analysis and support strategies

J Zhang, X Xiang, R Du, X Zhang - Geotechnical and Geological …, 2024 - Springer
Aiming at the large deformation of surrounding rock during tunnel construction under high
ground stresses, this paper takes a high ground stress soft rock tunnel project in Yunnan …

Analytical approach for the design of composite linings in deep tunnels considering the blasting damaged zone

Z Sun, D Zhang, J Wang, Y Hou - Tunnelling and Underground Space …, 2024 - Elsevier
Tunneling using the drilling and blasting method induces a blasting damaged zone around
the tunnel, which affects the tunnel stability as well as the resulting support design. In this …

Research on stress field inversion and large deformation level determination of super deep buried soft rock tunnel

B Zhang, Z Tan, J Zhao, F Wang, K Lin - Scientific Reports, 2024 - nature.com
Understanding the characteristics and distribution patterns of the initial geo-stress field in
tunnels is of great significance for studying the problem of large deformation of tunnels …