OpenAlex Citation Counts

OpenAlex Citations Logo

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:

On the simplified method for evaluating tunnel response due to overlying foundation pit excavation
Maosong Huang, Hao Li, Jian Yu, et al.
Transportation Geotechnics (2023) Vol. 42, pp. 101048-101048
Closed Access | Times Cited: 12

Showing 12 citing articles:

Influence of Shallow-Buried Bias Tunnel Unloading on the Longitudinal Displacement of the Underlying Tunnel
Junru Zhang, Yinhua Huang, Zhijian Yan, et al.
Transportation Research Record Journal of the Transportation Research Board (2025)
Closed Access

An improved theoretical method for assessing tunnel response to pre-excavation dewatering: Time-dependent deflection, internal force, joint opening, and dislocation
Weitao Yang, Liang Xiao, Zheng Tang, et al.
Computers and Geotechnics (2025) Vol. 183, pp. 107216-107216
Closed Access

Numerical Simulation Study on the Impact of Excavation on Existing Subway Stations Based on BIM-FEM Framework
Yi Qiu, Junwei Wang, Chao Zhang, et al.
Buildings (2024) Vol. 14, Iss. 5, pp. 1444-1444
Open Access | Times Cited: 4

Analytical approach for longitudinal deformation of shield tunnels considering bending-shear-torsional effects of circumferential joints
Zhiwei Zhang, Gang Zheng, Xuesong Cheng, et al.
Tunnelling and Underground Space Technology (2024) Vol. 152, pp. 105946-105946
Closed Access | Times Cited: 4

Analytical study on additional stress field of double shield TBM tunneling based on Mindlin theory
Xudong Cheng, Yanxiang Guo, Xingji Zhu, et al.
Applied Mathematical Modelling (2025), pp. 115980-115980
Closed Access

Numerical modelling of multiple excavations in an ultra-deep foundation using an enhanced distinct lattice spring model with modified cam clay model
Zhe Li, Gao‐Feng Zhao, Xindong Wei, et al.
Tunnelling and Underground Space Technology (2024) Vol. 152, pp. 105875-105875
Closed Access | Times Cited: 3

Experimental study on stress and deformation characteristics of foundation pit considering excavation width using 3D printing technology
Fengzhou Liu, Xu Zhang, Maolong Xiang, et al.
Frontiers in Earth Science (2024) Vol. 12
Open Access | Times Cited: 1

Excavation Method Comparison and Optimization for a Super Large Cross-Section Tunnel
Yingjing Huang, Tao Fang, Ning Wang
Applied Sciences (2024) Vol. 14, Iss. 15, pp. 6544-6544
Open Access | Times Cited: 1

Evolution of Tunnel Uplift Induced by Overlying Oblique Intersection Angle Excavation and an Effective Protection Measure
Yanwei Li, Defa Wang, Yi-Ping Luo, et al.
International Journal of Geomechanics (2024) Vol. 24, Iss. 11
Closed Access

Analysis of the Impact of Foundation Pit Construction on the Deformation of Underlying Metro Tunnels
Lin Wang, Peng Xu, Zhenshuo Ma, et al.
Transportation Research Record Journal of the Transportation Research Board (2024)
Closed Access

Analytical Method for Predicting Tunnel Deformation Caused by Overlying Excavation Considering the Dewatering
Yanwei Li, Defa Wang, Yi-Ping Luo, et al.
International Journal for Numerical and Analytical Methods in Geomechanics (2024)
Open Access

Study on response characteristics of in-service shield tunnel considering joint influence under foundation pit excavation
Yunxin Zheng, Zhiping Hu, Rui Wang, et al.
Alexandria Engineering Journal (2024) Vol. 114, pp. 636-662
Closed Access

Page 1

Scroll to top