[HTML][HTML] Analytical computation of support characteristic curve for circumferential yielding lining in tunnel design

K Wu, Z Shao, M Sharifzadeh, S Hong, S Qin - Journal of Rock Mechanics …, 2022 - Elsevier
Circumferential yielding lining is able to tolerate controlled displacements without failure,
which has been proven to be an effective solution to large deformation problem in …

Mechanized construction of fabricated arches for large-diameter tunnels

Q Wang, Q Qin, B Jiang, S Xu, Z Zeng, Y Luan… - Automation in …, 2021 - Elsevier
There are many challenges in the construction of large-diameter tunnels, such as low
efficiency of manual construction and poor safety. To solve the problems, a multi-functional …

Local buckling characteristic of hollow π-type steel-concrete composite support in hilly-gully region of loess tunnel

Z Wang, Y Cai, Y Fang, J Lai, H Han, J Liu, H Lei… - Engineering Failure …, 2023 - Elsevier
Shallow tunnel can be directly affected by the terrain, and the traditional steel frame is prone
to distorting and buckling failure when the tunnel is constructed in a loess region, as it is …

Occupational health risk assessment based on actual dust exposure in a tunnel construction adopting roadheader in Chongqing, China

X Chen, C Guo, J Song, X Wang, J Cheng - Building and Environment, 2019 - Elsevier
Tunnel construction, especially those excavated by roadheader, will produce great dust
pollution, which always result in serious health risks to workers. In order to reveal the health …

Excavation-induced deformation and damage evolution of deep tunnels based on a realistic stress path

Q Sun, F Ma, J Guo, H Zhao, G Li, S Liu… - Computers and …, 2021 - Elsevier
The stress path during underground excavation is critical to the mechanical response of rock
masses, and the excavation effects in front of a tunnel face cannot be ignored. In this study, a …

Study on progressive failure behavior and mechanical properties of tunnel arch support structures

W Lu, L Meng, S Li, Y Xu, L Wang, P Zhang… - … and Underground Space …, 2023 - Elsevier
Multi-layer composite support structure is widely applied in tunnel excavation but shows
complicated failure behavior under rock pressure. Local joint broken, out-of-plane instability …

Study on mechanical properties of composite support structures in TBM tunnel under squeezing soft rock conditions

W Lu, S Song, S Li, B Liang, J Li, Y Luan… - … and Underground Space …, 2024 - Elsevier
As more and more TBM tunnels are constructed under complex conditions such as high
stress and fault fracture zones, large deformation disasters of squeezing soft surrounding …

Analysis of interaction mechanism between surrounding rock and supporting structures for soft-rock tunnels under high geo-stress

Z Zhou, C He, Z Chen, B Wang, T Li, C Jiang - Acta Geotechnica, 2023 - Springer
Due to the extremely complex load distribution form and evolution law of soft-rock tunnels
under high geo-stress, there has been a long-term lack of theoretical support for designing …

[HTML][HTML] A quantitative analysis procedure for solving safety factor of tunnel preliminary support considering the equivalence between Hoek–Brown and Mohr …

Y Liu, Y Fang, Y Su, P Zhang, Y Su - Soils and Foundations, 2023 - Elsevier
There is a development trend from qualitative towards quantitative analysis for tunnel
stability. The widely accepted convergence-confinement method (CCM) provides a …

Analytical approach to evaluating the influence of the compressible layer on the time-dependent response of deep soft-rock tunnels

N Zhao, Z Shao, K Wu - International Journal of Geomechanics, 2023 - ascelibrary.org
The application of the compressible layer in linings provides a feasible and safe solution to
addressing the problems of the excessive deformations of surrounding rocks and support …