[HTML][HTML] Dynamic behaviour of carbon-nanotube reinforced functionally graded double-arch systems

OZS Ong, MH Ghayesh - International Journal of Engineering Science, 2024 - Elsevier
The goal of the current investigation is to determine the dynamic behaviour of double-arch
systems: the system is made of two arches reinforced by three different functionally graded …

Distributed fibre optic monitoring of damaged lining in double-arch tunnel and analysis of its deformation mode

Y Sui, X Cheng, J Wei - Tunnelling and Underground Space Technology, 2021 - Elsevier
Cracking and crushing were observed in the first tunnel lining of the Kaidagu double-arch
tunnel (China), excavated in weathered surrounding rock. This concrete damage occurred …

Prediction of bearing capacity of cracked asymmetrical double-arch tunnels using the artificial neural networks

B Min, X Zhang, C Zhang, X Zhang - Engineering Failure Analysis, 2024 - Elsevier
Cracking in lining structures has the potential to seriously weaken the lining's carrying
capacity. In this paper, the failure performance of cracked lining was firstly obtained by …

Stability analysis and optimization of excavation method of double-arch tunnel with an extra-large span based on numerical investigation

Y Xue, H Gong, F Kong, W Yang, D Qiu… - Frontiers of Structural and …, 2021 - Springer
Abstract The Xiamen Haicang double-arch tunnel has a maximum span of 45.73 m and a
minimum burial depth of 5.8 m. A larger deformation or collapse of the tunnel is readily …

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 …

Cracking performance of asymmetric double-arch tunnels due to the voids behind linings

B Min, C Zhang, X Zhang, H Wang, P Li, D Zhang - Thin-Walled Structures, 2020 - Elsevier
Voids behind linings are a typical problem in the majority of operational tunnels. Previous
researches had pointed out a high correlation between the voids and tunnel damages …

Review of geomechanical similar-material test systems

Y Zhao, Z Cheng, Y Gao, S Wu, C Chen - Arabian Journal of Geosciences, 2020 - Springer
Experimental studies on tunneling and other kinds of underground engineering using similar
materials are an important technique for investigating relevant problems in civil engineering …

Research on construction sequences and construction methods of the small clear-distance, double-arch tunnel under an asymmetrical load

S Wu, J Wu, D Liu - Applied Sciences, 2023 - mdpi.com
A small clear-distance, double-arch tunnel under an asymmetrical load combines the
characteristics of small clear-distance, tunnels and double-arch tunnels, and the influence of …

Development and performance study on low strength and high rockburst tendency similar simulation material of coal

L Yanhui, B Jianbiao, W Xiangyu, B Chengwei… - … and Building Materials, 2023 - Elsevier
The current similar simulation materials (SSM) are featured with the contradiction between
low strength and high rockburst tendency (RT), thus being unable to simultaneously realize …

Experimental study on seepage characteristics and water inrush of filled karst structure in tunnel

Y Meng, H Jing, Q Yin, X Wu - Arabian Journal of Geosciences, 2020 - Springer
Abstract Taking Qiyueshan Tunnel as the engineering background, the three-dimensional
model test system of tunnel water inrush and mud gushing was independently developed to …