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Xiao, Yao, Zhao, Minghua, Zhang, Rui, Zhao, Heng, Peng, Wenzhe (2019) Stability of two circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading. Computers and Geotechnics, 112. 23-34 doi:10.1016/j.compgeo.2019.04.006

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Reference TypeJournal (article/letter/editorial)
TitleStability of two circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading
JournalComputers and Geotechnics
AuthorsXiao, YaoAuthor
Zhao, MinghuaAuthor
Zhang, RuiAuthor
Zhao, HengAuthor
Peng, WenzheAuthor
Year2019 (August)Volume112
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2019.04.006Search in ResearchGate
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Mindat Ref. ID1007648Long-form Identifiermindat:1:5:1007648:6
GUID0
Full ReferenceXiao, Yao, Zhao, Minghua, Zhang, Rui, Zhao, Heng, Peng, Wenzhe (2019) Stability of two circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading. Computers and Geotechnics, 112. 23-34 doi:10.1016/j.compgeo.2019.04.006
Plain TextXiao, Yao, Zhao, Minghua, Zhang, Rui, Zhao, Heng, Peng, Wenzhe (2019) Stability of two circular tunnels at different depths in cohesive-frictional soils subjected to surcharge loading. Computers and Geotechnics, 112. 23-34 doi:10.1016/j.compgeo.2019.04.006
In(2019) Computers and Geotechnics Vol. 112. Elsevier BV

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Zhang, Rui, Xiao, Yao, Zhao, Minghua, Zhao, Heng (2019) Stability of dual circular tunnels in a rock mass subjected to surcharge loading. Computers and Geotechnics, 108. 257-268 doi:10.1016/j.compgeo.2019.01.004
Yamamoto, Kentaro, Lyamin, Andrei V., Wilson, Daniel W., Sloan, Scott W., Abbo, Andrew J. (2013) Stability of dual circular tunnels in cohesive-frictional soil subjected to surcharge loading. Computers and Geotechnics, 50. 41-54 doi:10.1016/j.compgeo.2012.12.008
Vo-Minh, T., Nguyen-Son, L. (2021) A stable node-based smoothed finite element method for stability analysis of two circular tunnels at different depths in cohesive-frictional soils. Computers and Geotechnics, 129. 103865pp. doi:10.1016/j.compgeo.2020.103865
Xiao, Yao, Zhang, Rui, Zhao, Minghua, Jiang, Jianqing (2021) Stability of Unlined Rectangular Tunnels in Rock Masses Subjected to Surcharge Loading. International Journal of Geomechanics, 21 (1) 4020233pp. doi:10.1061/(asce)gm.1943-5622.0001884
Peng, Wenzhe, Zhao, Minghua, Xiao, Yao, Yang, Chaowei, Zhao, Heng (2019) Analysis of laterally loaded piles in sloping ground using a modified strain wedge model. Computers and Geotechnics, 107. 163-175 doi:10.1016/j.compgeo.2018.12.007
Yamamoto, Kentaro, Lyamin, Andrei V., Wilson, Daniel W., Sloan, Scott W., Abbo, Andrew J. (2011) Stability of a circular tunnel in cohesive-frictional soil subjected to surcharge loading. Computers and Geotechnics, 38. 504-514 doi:10.1016/j.compgeo.2011.02.014
Peng, Wenzhe, Zhao, Minghua, Zhao, Heng, Yang, Chaowei (2020) A two-pile foundation model in sloping ground by finite beam element method. Computers and Geotechnics, 122. 103503 doi:10.1016/j.compgeo.2020.103503
Xiao, Yao, Zhao, Minghua, Zhao, Heng (2018) Undrained stability of strip footing above voids in two-layered clays by finite element limit analysis. Computers and Geotechnics, 97. 124-133 doi:10.1016/j.compgeo.2018.01.005
Wu, Gaoqiao, Zhao, Heng, Zhao, Minghua, Xiao, Yao (2020) Undrained seismic bearing capacity of strip footings lying on two-layered slopes. Computers and Geotechnics, 122. 103539 doi:10.1016/j.compgeo.2020.103539
Zeng, Yongge, Wu, Gaoqiao (2022) Seismic Stability of Dual Tunnels in Cohesive–Frictional Soil Subjected to Surcharge Loading. Applied Sciences, 12 (6) 2779pp. doi:10.3390/app12062779
Peng, Wenzhe, Zhao, Minghua, Zhao, Heng, Yang, Chaowei (2021) Effect of slope on bearing capacity of laterally loaded pile based on asymmetric failure mode. Computers and Geotechnics, 140. 104469pp. doi:10.1016/j.compgeo.2021.104469
 
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