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Lin, Qingtao, Meng, Xu, Lu, Dechun, Miao, Jinbo, Zhao, Zhihong, Du, Xiuli (2024) A unified empirical method for predicting both vertical and horizontal ground displacements induced by tunnel excavation. Canadian Geotechnical Journal, 61 (7) 1468-1495 doi:10.1139/cgj-2023-0519

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Reference TypeJournal (article/letter/editorial)
TitleA unified empirical method for predicting both vertical and horizontal ground displacements induced by tunnel excavation
JournalCanadian Geotechnical Journal
AuthorsLin, QingtaoAuthor
Meng, XuAuthor
Lu, DechunAuthor
Miao, JinboAuthor
Zhao, ZhihongAuthor
Du, XiuliAuthor
Year2024 (July 1)Volume61
Page(s)1468-1495Issue7
PublisherCanadian Science Publishing
DOIdoi:10.1139/cgj-2023-0519Search in ResearchGate
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Mindat Ref. ID17475183Long-form Identifiermindat:1:5:17475183:2
GUID0
Full ReferenceLin, Qingtao, Meng, Xu, Lu, Dechun, Miao, Jinbo, Zhao, Zhihong, Du, Xiuli (2024) A unified empirical method for predicting both vertical and horizontal ground displacements induced by tunnel excavation. Canadian Geotechnical Journal, 61 (7) 1468-1495 doi:10.1139/cgj-2023-0519
Plain TextLin, Qingtao, Meng, Xu, Lu, Dechun, Miao, Jinbo, Zhao, Zhihong, Du, Xiuli (2024) A unified empirical method for predicting both vertical and horizontal ground displacements induced by tunnel excavation. Canadian Geotechnical Journal, 61 (7) 1468-1495 doi:10.1139/cgj-2023-0519
In(2024, July) Canadian Geotechnical Journal Vol. 61 (7) Canadian Science Publishing

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Lin, Qingtao, Tian, Yu, Lu, Dechun, Gong, Qiuming, Du, Xiuli, Gao, Zhiwei (2021) A prediction method of ground volume loss variation with depth induced by tunnel excavation. Acta Geotechnica, 16 (11) 3689-3707 doi:10.1007/s11440-021-01295-6
Liu, Muchun, Meng, Fanyan, Liu, Zhen, Chen, Renpeng (2024) Observed soil arching-induced ground deformation and stress redistribution behind braced excavation. Canadian Geotechnical Journal, 61 (12). doi:10.1139/cgj-2023-0227
Lu, Dechun, Ma, Yiding, Kong, Fanchao, Guo, Caixia, Miao, Jinbo, Du, Xiuli (2023) Support vector regression with heuristic optimization algorithms for predicting the ground surface displacement induced by EPB shield tunneling. Gondwana Research, 123. 3-15 doi:10.1016/j.gr.2022.07.002
Cheng, Xuesong, Zhao, Linsong, Han, Shengzhang, Ji, Yetao, Xu, Zhaorong, Meng, Lingbo, Pan, Jun, Zheng, Gang, Wang, Ruikun (2024) In-situ test and calculation method for horizontal deformation of soil induced by multi-row grouting. Canadian Geotechnical Journal, 61 (8) 1723-1737 doi:10.1139/cgj-2023-0394
Li, Xiaoqiang, Lu, Dechun, Dong, Xiaoqiang, Miao, Jinbo, Lin, Qingtao, Du, Xiuli (2023) A simple 3D elastoplastic constitutive model for overconsolidated soils based on the improved Hvorslev envelope. Computers and Geotechnics, 162. Elsevier BV. 105657 doi:10.1016/j.compgeo.2023.105657
Fan, Jiying, Rowe, R. Kerry (2024) An empirical equation predicting the saturated hydraulic conductivity of tailings. Canadian Geotechnical Journal, 61 (9). doi:10.1139/cgj-2023-0339
Tian, Yu; Chen, Hao; Qaytmas, Abdul Motalleb; Lu, Dechun; Du, Xiuli (2025) Stress state evolution induced by tunnel excavation in sandy ground with different compactness. Bulletin of Engineering Geology and the Environment, 84 (6). doi:10.1007/s10064-025-04319-7
Li, Xiaoqiang, Lu, Dechun, Lin, Qingtao, Kong, Fanchao, Du, Xiuli (2023) A simple numerical simulation method for unsaturated stratum under the water environmental load. Computers and Geotechnics, 154. 105177 doi:10.1016/j.compgeo.2022.105177
Trow, W. A., Lo, K. Y. (1989) Horizontal displacements induced by rock excavation: Scotia Plaza, Toronto, Ontario. Canadian Geotechnical Journal, 26 (1). 114-121 doi:10.1139/t89-012
Lu, Dechun, Dong, Hongyu, Lin, Qingtao, Guo, Caixia, Gao, Zhiwei, Du, Xiuli (2023) A method for characterizing the deformation localization in granular materials using the relative particle motion. Computers and Geotechnics, 156. 105262 doi:10.1016/j.compgeo.2023.105262
Wong, Eugene K. L., Franza, Andrea, Viggiani, Giulia M. B. (2025) Empirical prediction of horizontal movements induced by tunnelling in fine-grained soils. Canadian Geotechnical Journal, 62. doi:10.1139/cgj-2024-0049
 
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