Forecasting and controlling two main failure mechanisms in the Middle East's longest highway tunnel

SJ Najm, A Daraei - Engineering Failure Analysis, 2023 - Elsevier
One of the fundamental requirements in tunnel design is the prediction of failure
mechanisms. Besides, analyzing the ground hazards and their conditions is essential when …

Support system for Tunnelling in squeezing ground of Qingling‐Daba mountainous area: a case study from soft rock tunnels

X Wang, J Lai, RS Garnes, Y Luo - Advances in Civil …, 2019 - Wiley Online Library
Tunnelling or undertaking below‐ground construction in squeezing ground can always
present many engineering surprises, in which this complicated geology bring a series of …

Deformation and mechanical characteristics of tunneling in squeezing ground: A case study of the west section of the Tawarazaka Tunnel in Japan

X Wang, T Iura, Y Jiang, Z Wang, R Liu - Tunnelling and Underground …, 2021 - Elsevier
Ground squeezing induced by tunnel excavation is a common phenomenon in weak and
jointed rock masses. The prediction of convergence during tunnel construction in squeezing …

The effect of topography on stability of shallow tunnels case study: The diversion and conveyance tunnels of Safa Dam

A Ziaei, K Ahangari - Transportation Geotechnics, 2018 - Elsevier
Due to ignoring the role of real topography in the numerical modeling carried out for back
analysis and considering that in the tunnel longitudinal profile the distance of tunnel roof to …

Failure mechanism of bolts and countermeasures in swelling soft rock support

Z Guo, L Zhang, H Wang, S Yin, T Li, X Kuai - Tehnički vjesnik, 2018 - hrcak.srce.hr
Sažetak The effect of conventional bolt support is not ideal due to the large deformation
character of soft rock. As an innovative bolt, constant resistance large deformation (CRLD) …

Serial decoupling of bolts in coal mine roadway supports

X Zheng, X Feng, N Zhang, L Gong, J Hua - Arabian Journal of …, 2015 - Springer
Bolt supports within stratified strata in coal mines contribute to the unique characteristics of
low-buried engineering structures such as tunnels or subways. Failure at the bolt interface is …

Application of numerical back analysis for determination of soil mass specifications during tunnel construction

M Mahmoudi, AM Rajabi - Arabian Journal of Geosciences, 2020 - Springer
Geotechnical parameters play key roles in constructing and developing civil engineering
projects, especially underground structures. One of the conventional methods to evaluate …

Estimation of Deformation Modulus of Azad Pumped Storage Powerhouse Cavern Using Back Analysis Based on Combination of Extensometer and Load Cell …

H Aghakhani, K Ahangari, M Eftekhari - Indian Geotechnical Journal, 2024 - Springer
Most back analysis techniques in geotechnical problems are based on methods that utilize
the monitored data of stress, strain and displacement. In this research, by performing the …

[PDF][PDF] 利用温度全局优化法探测堤坝多重集中渗漏

王新建, 朱大林, 潘纪顺 - 工程地质学报, 2015 - dsjyj.com.cn
摘要利用地温探测堤坝工程中的多重集中渗漏通道位置是一种反问题, 为取得全局最优解及突破
现有方法的局限性, 采用不同优化算法相互配合的温度全局最优化方法, 以达到有效准确探测 …

Loss displacement estimation of Azad pumped storage powerhouse cavern using combination of numerical modeling and instrumentation results

H Aghakhani, K Ahangari, M Eftekhari - Innovative Infrastructure Solutions, 2022 - Springer
Instrumentation and monitoring are common methods to control the stability of large
underground spaces. During monitoring underground excavations, it is usually impossible …