Failures in loess slope-tunnel system: An overview of trigging sources, acting mechanism and mitigation strategies

Y Qin, Y Chen, J Lai, J Qiu, Z Wang, T Liu… - Engineering Failure …, 2024 - Elsevier
A profound understanding of the interaction between loess slopes and tunnels, along with
the mastery of protective measures for tunnels crossing loess slopes, is crucial for ensuring …

Failure mechanism and control technology of large deformation for Muzhailing Tunnel in stratified rock masses

X Sun, C Zhao, Z Tao, H Kang, M He - Bulletin of Engineering Geology …, 2021 - Springer
Deep tunnels in soft rock with high in situ stresses always exhibit large deformations. A case
study in the Muzhailing Tunnel was carried out to explore the failure mechanism and …

Physics-informed deep learning method for predicting tunnelling-induced ground deformations

Z Zhang, Q Pan, Z Yang, X Yang - Acta Geotechnica, 2023 - Springer
Tunnelling-induced ground deformations inevitably affect the safety of adjacent
infrastructures. Accurate prediction of tunnelling-induced deformations is of great importance …

Collapse risk assessment of deep-buried tunnel during construction and its application

GZ Ou, YY Jiao, GH Zhang, JP Zou, F Tan… - … and Underground Space …, 2021 - Elsevier
The hazard of tunnel collapse is a key factor restricting the excavation progress and safety of
the tunnels excavated by drilling and blasting. To control this construction risk, a new risk …

Displacement characteristics of high-speed railway tunnel construction in loess ground by using multi-step excavation method

P Li, Y Zhao, X Zhou - Tunnelling and Underground Space Technology, 2016 - Elsevier
The sequential excavation method (SEM), in which the tunnel face is partitioned into several
temporary drifts, can promote face stability and reduce ground displacement. Three-bench …

Squeezing failure of tunnels: a case study

C Cao, C Shi, M Lei, W Yang, J Liu - Tunnelling and Underground Space …, 2018 - Elsevier
Abstract The Laodongshan Tunnel, as a part of Guangtong-Kunming railway in China is one
of the most important connections in the whole railway line. The large deformation and …

Study on excavation sequence of pilot tunnels for a rectangular tunnel using numerical simulation and field monitoring method

S Li, Y Zhang, M Cao, Z Wang - Rock Mechanics and Rock Engineering, 2022 - Springer
Cross diaphragm (CRD) method divides the tunnel into multiple pilot tunnels to reduce the
span of a single excavation, which is beneficial to reduce the disturbance of excavation …

Longitudinal deformation profile of a tunnel in weak rock mass by using the back analysis method

Y Luo, J Chen, Y Chen, P Diao, X Qiao - Tunnelling and Underground …, 2018 - Elsevier
Abstract Analysis of the rock mass deformation behavior is a very important aspect of the
safety assessment for tunnel construction in weak rock mass. In this paper, the deformation …

Model test and numerical simulation research on the mechanical response law of lager span and small interval tunnels constructed by CD method

L Li, H Fan, H Liu, S Li, S Cheng, Q Zhang, W Tu… - … and Underground Space …, 2023 - Elsevier
In order to study the mechanics response law of lager span and small interval tunnels during
the construction process, this paper took the Jinan Southeast Second Ring Engineering …

Analysis of factors influencing tunnel deformation in loess deposits by data mining: a deformation prediction model

Y Xue, X Zhang, S Li, D Qiu, M Su, L Li, Z Li, Y Tao - Engineering Geology, 2018 - Elsevier
Due to the special properties of loess, the deformation of tunnels constructed in loess is
generally large and easily induced. To control deformation during construction, the degree …