Analytical solutions for deep tunnels in strain-softening rocks modeled by different elastic strain definitions with the unified strength theory

ZY Sun, DL Zhang, Q Fang, GS Dui, ZF Chu - Science China …, 2022 - Springer
This paper presents the analytical solutions for the responses of tunnels excavated in rock
masses exhibiting strain-softening behavior. Since previous analyses give little …

Convergence-confinement analysis for tunnels with combined bolt–cable system considering the effects of intermediate principal stress

Z Sun, D Zhang, Q Fang, N Huangfu, Z Chu - Acta Geotechnica, 2023 - Springer
The mechanical responses of tunnels reinforced by combined bolt–cable system are
investigated in this paper. An analytical model of the convergence-confinement type is …

Elastoplastic coupling analysis of surrounding rock-prestressed yielding anchor bolts/cables based on unified strength theory

W Yu, B Wang, X Zi, J Dong - Tunnelling and Underground Space …, 2024 - Elsevier
A whole-process analytical theory for the coupled deformation of deep circular tunnel
surrounding rock and prestressed yielding anchor bolt (cable) system is derived based on …

[HTML][HTML] Model test of negative Poisson's ratio cable for supporting super-large-span tunnel using excavation compensation method

M He, A Guo, Z Du, S Liu, C Zhu, S Cao… - Journal of Rock Mechanics …, 2023 - Elsevier
In recent years, there is a scenario in urban tunnel constructions to build super-large-span
tunnels for traffic diversion and route optimization purposes. However, the increased size …

Numerical modelling and field monitoring study on large-span tunnelling using pretensioned bolt–cable combined support system

J Luo, D Zhang, Z Sun, Q Fang, D Liu, T Xu… - … and Underground Space …, 2023 - Elsevier
This study focused on a new support method, a pretensioned bolt–cable combined support
system, for large-span tunnelling. The Badaling tunnel is a high-speed railway station tunnel …

Interaction analysis between composite supports and rheological rock considering progressive hardening characteristic of shotcrete

C Liu, D Zhang, S Zhang, Z Sun - Construction and Building Materials, 2023 - Elsevier
The shotcrete stiffness varies over time in the hardening period, which complexes the
interaction between support structures and rheological rock. This study presents an …

Mechanical responses of surrounding rock mass and tunnel linings in large-span triple-arch tunnel

J Luo, D Zhang, Q Fang, D Liu, T Xu - Tunnelling and Underground Space …, 2021 - Elsevier
In this study, based on the construction of a large-span triple-arch tunnel, the authors focus
on the surrounding rock mass deformation characteristic, evolution process of rock mass …

[HTML][HTML] Compressive strength prediction of sprayed concrete lining in tunnel engineering using hybrid machine learning techniques

X Yin, F Gao, J Wu, X Huang, Y Pan, Q Liu - Underground Space, 2022 - Elsevier
Sprayed concrete lining is a commonly employed support measure in tunnel engineering,
which plays an important role in construction safety. Compressive strength is a key …

Approximate analytical solution of tunneling‐induced responses of a soil–foundation system using contact mechanics

X Hong, D Zhang, M Zhou, Q Fang… - … for Numerical and …, 2022 - Wiley Online Library
Estimating the tunneling‐induced responses of a soil–foundation system is crucial for safety
control in urban underground engineering. In existing analytical research, the soil …

Investigation on seepage evolution property of surrounding rock under the tunneling and water surge

C Wang, D Zhang, D Tan, J Ye, X Wang, F Ren… - … and Underground Space …, 2024 - Elsevier
The tunnel water surge seriously threatens the tunneling safety. Based on COMSOL
numerical simulation, the tunneling model is established and the tunneling stress evolution …