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OpenAlex is a bibliographic catalogue of scientific papers, authors and institutions accessible in open access mode, named after the Library of Alexandria. It's citation coverage is excellent and I hope you will find utility in this listing of citing articles!

If you click the article title, you'll navigate to the article, as listed in CrossRef. If you click the Open Access links, you'll navigate to the "best Open Access location". Clicking the citation count will open this listing for that article. Lastly at the bottom of the page, you'll find basic pagination options.

Requested Article:

Investigation on deformation behavior and failure mechanism of a segmental ring in shield tunnels based on elaborate numerical simulation
Renpeng Chen, Chen Shuan, Huai-Na Wu, et al.
Engineering Failure Analysis (2020) Vol. 117, pp. 104960-104960
Closed Access | Times Cited: 59

Showing 1-25 of 59 citing articles:

Experimental study on the effect of seepage flow on the tunnel face stability in the saturated ground
Qiguang Di, Pengfei Li, Mingju Zhang, et al.
Ocean Engineering (2024) Vol. 299, pp. 117074-117074
Closed Access | Times Cited: 18
Investigation of progressive settlement of sandy cobble strata for shield tunnels with different burial depths
Qiguang Di, Pengfei Li, Mingju Zhang, et al.
Engineering Failure Analysis (2022) Vol. 141, pp. 106708-106708
Closed Access | Times Cited: 37
Full-scale experimental study on failure characteristics of the key segment in shield tunnel with super-large cross-section
Wenjun Zhang, Jianbing Qi, Gaole Zhang, et al.
Tunnelling and Underground Space Technology (2022) Vol. 129, pp. 104671-104671
Closed Access | Times Cited: 37
Mechanical behaviors of segmental lining of shield tunnels: A comparison between stagger-jointed and cross-jointed assembly type
Dong-Lin Feng, Zihan Yang, Huai-Na Wu, et al.
Engineering Failure Analysis (2024) Vol. 160, pp. 108195-108195
Closed Access | Times Cited: 14
Seg2Tunnel: A hierarchical point cloud dataset and benchmarks for segmentation of segmental tunnel linings
Wei Lin, Brian Sheil, Pin Zhang, et al.
Tunnelling and Underground Space Technology (2024) Vol. 147, pp. 105735-105735
Closed Access | Times Cited: 9
Real-time analysis and prediction of shield cutterhead torque using optimized gated recurrent unit neural network
Song-Shun Lin, Shui‐Long Shen, Annan Zhou
Journal of Rock Mechanics and Geotechnical Engineering (2022) Vol. 14, Iss. 4, pp. 1232-1240
Open Access | Times Cited: 33
Deformation behaviors and failure mechanism of segmental RC lining under unloading condition
Huai-Na Wu, Chen Shuan, Renpeng Chen, et al.
Tunnelling and Underground Space Technology (2022) Vol. 130, pp. 104687-104687
Closed Access | Times Cited: 30
Full-scale test and numerical modeling on deformation and damage behavior of segmental joints under ultimate compression-bending load
Wenqi Guo, Kun Feng, Yili Zhou, et al.
Engineering Structures (2023) Vol. 279, pp. 115648-115648
Closed Access | Times Cited: 21
Numerical analysis of size effect on the deformation behavior and damage evolution mechanism of segmental tunnel lining rings
Xiaofeng Zhao, Kaihang Han, J. W. Ju, et al.
International Journal of Damage Mechanics (2023) Vol. 32, Iss. 4, pp. 600-622
Closed Access | Times Cited: 19
Shear deformation characteristics and failure mechanisms of tunnel segment inter-ring joints: Numerical and experimental study
Xiaohui Liu, Jingxuan Zhang, Kun Feng, et al.
Engineering Failure Analysis (2024) Vol. 158, pp. 108045-108045
Closed Access | Times Cited: 7
Investigation of loading intensity effect (LIE) on the failure mechanism of shield tunnel subjected to fire
Yi Shen, Zihao Zhou, Wenzhong Wang, et al.
Engineering Failure Analysis (2024) Vol. 160, pp. 108166-108166
Closed Access | Times Cited: 5
Structural damage mechanism and treatment of a shield tunnel under asymmetric unloading
Zhen Li, Xuezeng Liu, Xueliang Yang, et al.
Tunnelling and Underground Space Technology (2024) Vol. 148, pp. 105753-105753
Closed Access | Times Cited: 5
Study of the mechanical behaviour and damage characteristics of three new types of joints for fabricated rectangular tunnels using a numerical approach
Zhen Huang, Chenlong Zhang, Shaokun Ma, et al.
Tunnelling and Underground Space Technology (2021) Vol. 118, pp. 104184-104184
Closed Access | Times Cited: 34
Timoshenko-beam-based response of existing tunnel to single tunneling underneath and numerical verification of opening and dislocation
Jian Yu, Hao Li, Maosong Huang, et al.
Computers and Geotechnics (2022) Vol. 147, pp. 104757-104757
Closed Access | Times Cited: 26
Analytical solution for the longitudinal response of cross-fault shield tunnel considering plastic deformation of circumferential joints
H.F. Li, Xinggao Li, Yi Yang, et al.
Journal of Central South University (2023) Vol. 30, Iss. 5, pp. 1675-1694
Closed Access | Times Cited: 15
Failure Mechanisms of a Shield Tunnel in Composite Strata Under Surface Surcharge: Physical Model Tests and Numerical Simulations
Liu Tingjin, Junxian Xiao, Lina Luo
International Journal of Civil Engineering (2025)
Closed Access
Failure analysis of segmental joint with DDCI connector and bolt under ultimate bending load based on DIC and AE
Yili Zhou, Kun Feng, Jialin Li, et al.
Engineering Failure Analysis (2025), pp. 109541-109541
Closed Access
Performance-based seismic assessment of shield tunnels by incorporating a nonlinear pseudostatic analysis approach for the soil-tunnel interaction
Yan Zou, Yeqin Zhang, Hongqing Liu, et al.
Tunnelling and Underground Space Technology (2021) Vol. 114, pp. 103981-103981
Closed Access | Times Cited: 30
Deformation and failure analysis of metro shield tunnel induced by active ground fissure in Xi'an, China
Chenyang Li, Qiangbing Huang, Yuxuan Gou, et al.
Engineering Failure Analysis (2022) Vol. 142, pp. 106776-106776
Closed Access | Times Cited: 19
Experimental study on stress distribution characteristics of a shield tunnel under passive failure
Qiguang Di, Pengfei Li, Mingju Zhang, et al.
Engineering Failure Analysis (2023) Vol. 154, pp. 107725-107725
Closed Access | Times Cited: 10
Navigating the depths: Experimental study on the influence of ground fissures on metro shield tunnels considering different intersection angles
Yuxuan Gou, Qiangbing Huang, Shaochun Jia, et al.
Engineering Failure Analysis (2024) Vol. 162, pp. 108425-108425
Closed Access | Times Cited: 3
Research on circumferential joint shear damage characteristics of segments with positioning tenon through distributed fiber optic-based sensing technique
Qixiang Yan, Yunhui Qiu, Junchen Zhang, et al.
Engineering Failure Analysis (2024) Vol. 165, pp. 108786-108786
Closed Access | Times Cited: 3
Numerical study on transverse deformation characteristics of shield tunnel subject to local soil loosening
Dong Su, Weijie Chen, Xuetao Wang, et al.
Underground Space (2021) Vol. 7, Iss. 1, pp. 106-121
Open Access | Times Cited: 24
Effect of rolling angle on segment cracking and damage of shield tunnel - field investigation and modelling
Haolan Feng, Fei Ye, Jiang Yin, et al.
Engineering Failure Analysis (2022) Vol. 140, pp. 106584-106584
Closed Access | Times Cited: 17
Failure analysis of a new-type shield tunnel based on distributed optical fiber sensing technology
Junchen Zhang, Qixiang Yan, Weiping Li, et al.
Engineering Failure Analysis (2022) Vol. 142, pp. 106748-106748
Closed Access | Times Cited: 17
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