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Zheng, Yun, Chen, Congxin, Meng, Fei, Fu, Xiaodong, Yuan, Wei (2023) Smart and fast reinforcement design for anti-dip bedding rock slopes. Journal of Rock Mechanics and Geotechnical Engineering, 15 (11) 2943-2953 doi:10.1016/j.jrmge.2023.04.015

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Reference TypeJournal (article/letter/editorial)
TitleSmart and fast reinforcement design for anti-dip bedding rock slopes
JournalJournal of Rock Mechanics and Geotechnical Engineering
AuthorsZheng, YunAuthor
Chen, CongxinAuthor
Meng, FeiAuthor
Fu, XiaodongAuthor
Yuan, WeiAuthor
Year2023 (November)Volume15
Issue11
PublisherElsevier BV
DOIdoi:10.1016/j.jrmge.2023.04.015Search in ResearchGate
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Mindat Ref. ID16898657Long-form Identifiermindat:1:5:16898657:8
GUID0
Full ReferenceZheng, Yun, Chen, Congxin, Meng, Fei, Fu, Xiaodong, Yuan, Wei (2023) Smart and fast reinforcement design for anti-dip bedding rock slopes. Journal of Rock Mechanics and Geotechnical Engineering, 15 (11) 2943-2953 doi:10.1016/j.jrmge.2023.04.015
Plain TextZheng, Yun, Chen, Congxin, Meng, Fei, Fu, Xiaodong, Yuan, Wei (2023) Smart and fast reinforcement design for anti-dip bedding rock slopes. Journal of Rock Mechanics and Geotechnical Engineering, 15 (11) 2943-2953 doi:10.1016/j.jrmge.2023.04.015
In(2023, November) Journal of Rock Mechanics and Geotechnical Engineering Vol. 15 (11) Elsevier BV

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Zheng, Yun, Chen, Congxin, Liu, Tingting, Song, Dongri, Meng, Fei (2019) Stability analysis of anti-dip bedding rock slopes locally reinforced by rock bolts. Engineering Geology, 251. 228-240 doi:10.1016/j.enggeo.2019.02.002
Zheng, Yun, Wang, Runqing, Chen, Congxin, Zhang, Wei (2025) Block-flexure toppling failure of rock slopes using an equivalent deformation compatibility method. Journal of Rock Mechanics and Geotechnical Engineering, 17 (2). doi:10.1016/j.jrmge.2024.01.014
Zhang, Shixin, Wei, Yufeng, Liu, Yanling, Chen, Chunyu, Yang, Hao, Zhang, Xin, Liang, Peng (2025) Pseudo-dynamic viscoelastic stability analysis of anti-dip bedding rock slopes. Journal of Rock Mechanics and Geotechnical Engineering, 17 (3). doi:10.1016/j.jrmge.2024.03.029
Wang, Runqing, Zheng, Yun, Chen, Congxin, Zhang, Wei (2023) Theoretical and numerical analysis of flexural toppling failure in soft-hard interbedded anti-dip rock slopes. Engineering Geology, 312. 106923 doi:10.1016/j.enggeo.2022.106923
Sun, Chaoyi, Chen, Congxin, Zheng, Yun, Yuan, Jiahao (2023) Assessing the Stability of Cable-Reinforced High Bedding Rock Slopes against Rotational Bi-planar Failure. Rock Mechanics and Rock Engineering, 56 (3) 1697-1715 doi:10.1007/s00603-022-03156-4
Zheng, Yun, Ma, Bin, Chen, Congxin, Ren, Zhanghao, Sun, Chaoyi, Yuan, Jiahao (2025) Experimental study on dynamic failure mechanism of anti-dip bedding rock slopes. Bulletin of Engineering Geology and the Environment, 84 (1). doi:10.1007/s10064-024-04077-y
Zheng, Yun, Chen, Congxin, Liu, Tingting, Ren, Zhanghao (2021) A new method of assessing the stability of anti-dip bedding rock slopes subjected to earthquake. Bulletin of Engineering Geology and the Environment, 80 (5) 3693-3710 doi:10.1007/s10064-021-02188-4
Zheng, Yun, Chen, Congxin, Wang, Runqing, Meng, Fei (2022) Stability Analysis of Rock Slopes Subjected to Block-Flexure Toppling Failure Using Adaptive Moment Estimation Method (Adam) Rock Mechanics and Rock Engineering, 55 (6) 3675-3686 doi:10.1007/s00603-022-02828-5
Zheng, Yun, Chen, Congxin, Meng, Fei, Zhang, Haina, Xia, Kaizong, Chen, Xiaobin (2020) Assessing the Stability of Rock Slopes with Respect to Block-Flexure Toppling Failure Using a Force-Transfer Model and Genetic Algorithm. Rock Mechanics and Rock Engineering, 53 (8) 3433-3445 doi:10.1007/s00603-020-02122-2
Liu, Tingting, Ding, Luyang, Meng, Fei, Li, Xinping, Zheng, Yun (2021) Stability analysis of anti-dip bedding rock slopes using a limit equilibrium model combined with bi-directional evolutionary structural optimization (BESO) method. Computers and Geotechnics, 134. 104116pp. doi:10.1016/j.compgeo.2021.104116
Wang, Runqing, Zheng, Yun, Chen, Congxin, Zhang, Wei, Sun, Chaoyi (2023) Stability Analysis of Antidip Bedding Rock Slopes with Very Low-Persistent Cross Joints Using a Limit-Equilibrium Model and Fracture Mechanics. International Journal of Geomechanics, 23 (5) doi:10.1061/ijgnai.gmeng-8151
 
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