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 …
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 …
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
Tunnelling-induced ground deformations inevitably affect the safety of adjacent
infrastructures. Accurate prediction of tunnelling-induced deformations is of great importance …
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 …
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 …
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 …
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 …
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 …
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
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 …
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
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 …
generally large and easily induced. To control deformation during construction, the degree …