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OpenAlex Citation Counts

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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:

Simplified analysis method for predicting the influence of deep excavation on existing tunnels
Dongmei Zhang, Xiao-Chuang Xie, Zili Li, et al.
Computers and Geotechnics (2020) Vol. 121, pp. 103477-103477
Closed Access | Times Cited: 52

Showing 1-25 of 52 citing articles:

Dynamic responses and failure characteristics of the tunnel caused by rockburst: An entire process modelling from incubation to occurrence phases
Ke Ma, Yilin Peng, Zhiyi Liao, et al.
Computers and Geotechnics (2024) Vol. 171, pp. 106340-106340
Closed Access | Times Cited: 19
Auto machine learning-based modelling and prediction of excavation-induced tunnel displacement
Dongmei Zhang, Yiming Shen, Zhongkai Huang, et al.
Journal of Rock Mechanics and Geotechnical Engineering (2022) Vol. 14, Iss. 4, pp. 1100-1114
Open Access | Times Cited: 50
Probabilistic evaluation for excavation-induced longitudinal responses of existing shield tunnel in spatially random soils
Zuxian Wang, Chenghua Shi, Haiyong Chen, et al.
Computers and Geotechnics (2024) Vol. 167, pp. 106110-106110
Closed Access | Times Cited: 10
Effect and control of foundation pit excavation on existing tunnels: A state-of-the-art review
Bo Liu, Wenwen Wu, Haipei Lu, et al.
Tunnelling and Underground Space Technology (2024) Vol. 147, pp. 105704-105704
Closed Access | Times Cited: 10
Two-stage surrogate modeling strategy for predicting foundation pit excavation-induced strata and tunnel deformation
Z.-H. Liu, Qian Fang, Yi Shen, et al.
Tunnelling and Underground Space Technology (2024) Vol. 151, pp. 105845-105845
Closed Access | Times Cited: 6
Investigation of ultimate bearing capacity of shield tunnel based on concrete damage model
Jianwen Liu, Chenghua Shi, Chenjie Gong, et al.
Tunnelling and Underground Space Technology (2022) Vol. 125, pp. 104510-104510
Closed Access | Times Cited: 27
Evolution of tunnel uplift induced by adjacent long and collinear excavation and an effective protective measure
Yanru Zhao, Xiangsheng Chen, Biao Hu, et al.
Tunnelling and Underground Space Technology (2022) Vol. 131, pp. 104846-104846
Closed Access | Times Cited: 25
Analytical method for predicting tunnel heave due to overlying excavation considering spatial effect
Kang Cheng, Riqing Xu, Hongwei Ying, et al.
Tunnelling and Underground Space Technology (2023) Vol. 138, pp. 105169-105169
Closed Access | Times Cited: 13
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
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
Analysis of monitoring data on the effects of foundation excavation on existing structures in urban core areas
Kai Wang, Yike Dang, Zheng Yang, et al.
ce/papers (2025) Vol. 8, Iss. 2, pp. 729-736
Closed Access
Enhancing Vertical Displacement Prediction of Soil during Deep Excavation Using Artificial Neural Networks
Tuan Anh Nguyen, Phuong Nguyen Tuan, Truong Dang Xuan, et al.
Transportation Infrastructure Geotechnology (2025) Vol. 12, Iss. 4
Closed Access
Analysis of Temporal and Spatial Characteristics and Influencing Factors of Construction Deformation of Super-Large Deep Foundation Pit in Thick Sand Stratum
Hengxiang Shen, Yinghui Yang, Peng Xiang, et al.
Applied Sciences (2025) Vol. 15, Iss. 7, pp. 3553-3553
Open Access
Protective effect of partition excavations of a large-deep foundation pit on adjacent tunnels in soft soils: a case study
Xuecheng Bian, Haoqiang Hu, Chuang Zhao, et al.
Bulletin of Engineering Geology and the Environment (2021) Vol. 80, Iss. 7, pp. 5693-5707
Closed Access | Times Cited: 29
Multi-parameter intelligent inverse analysis of a deep excavation considering path-dependent behavior of soils
Wenyuan Liu, Liyuan Tong, Hongjiang Li, et al.
Computers and Geotechnics (2024) Vol. 174, pp. 106597-106597
Closed Access | Times Cited: 3
Verification of soil parameters of hardening soil model with small-strain stiffness for deep excavations in medium dense sand in Ho Chi Minh City, Vietnam
Quoc Thien Huynh, Van Qui Lai, Tirawat Boonyatee, et al.
Innovative Infrastructure Solutions (2021) Vol. 7, Iss. 1
Closed Access | Times Cited: 26
Deformation characteristics and failure evolution process of the existing metro station under unilateral deep excavation
Feicong Zhou, Ping Zhou, Jinyi Li, et al.
Engineering Failure Analysis (2021) Vol. 131, pp. 105870-105870
Closed Access | Times Cited: 25
Investigation on the Mechanical Characteristics of the Excavation of a Double-Line Highway Tunnel Underpass Existing Railway Tunnel under the Influence of Dynamic and Static Load
Yifan Li, Changfu Huang, Hongjian Lu, et al.
Applied Sciences (2024) Vol. 14, Iss. 8, pp. 3242-3242
Open Access | Times Cited: 3
A practical ANN model for predicting the excavation-induced tunnel horizontal displacement in soft soils
Zhongkai Huang, Dongmei Zhang, Xiao-Chuang Xie
Underground Space (2021) Vol. 7, Iss. 2, pp. 278-293
Open Access | Times Cited: 20
Influenced Zone of Deep Excavation and a Simplified Prediction Method for Adjacent Tunnel Displacement in Thick Soft Soil
Bo Liu, Chengmeng Shao, Ningning Wang, et al.
Applied Sciences (2023) Vol. 13, Iss. 7, pp. 4647-4647
Open Access | Times Cited: 8
Analysis of Foundation Pit Excavation Deformation and Parameter Influence of Pile-Anchor-Ribbed-Beam Support System
Quan Yin, Helin Fu
Applied Sciences (2023) Vol. 13, Iss. 4, pp. 2379-2379
Open Access | Times Cited: 7
Investigation of the settlement mechanism and control measures of a super-large section tunnel in a giant karst cave using ultra-thick backfill method
Yuchao Zheng, Jianxiong Yan, Rui Su, et al.
Tunnelling and Underground Space Technology (2023) Vol. 137, pp. 104956-104956
Closed Access | Times Cited: 7
Investigation on the Mechanical Characteristics of Excavation of Double-Line Highway Tunnel Underpass Existing Railway Tunnel under the Influence of Dynamic and Static Load
Yifan Li, Changfu Huang, Hongjian Lu, et al.
(2024)
Open Access | Times Cited: 2
Influence and Mechanism of the Excavation Width on Excavation Deformations in Shanghai Soft Clay
Pei Yan Huang, Kexin Dang, Haili Shi, et al.
Buildings (2024) Vol. 14, Iss. 5, pp. 1450-1450
Open Access | Times Cited: 2
Deep Excavation–Induced Stability Evaluation of a Triple Tunnel Using Discrete and Continuum Numerical Modeling
Abdollah Tabaroei, Vahab Sarfarazi, Maziar Moaveni, et al.
International Journal of Geomechanics (2024) Vol. 25, Iss. 1
Closed Access | Times Cited: 2
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