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Zhang, Ling, Zhao, Minghua, Shi, Caijun, Zhao, Heng (2012) Nonlinear analysis of a geocell mattress on an elastic–plastic foundation. Computers and Geotechnics, 42. 204-211 doi:10.1016/j.compgeo.2012.01.008

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Reference TypeJournal (article/letter/editorial)
TitleNonlinear analysis of a geocell mattress on an elastic–plastic foundation
JournalComputers and Geotechnics
AuthorsZhang, LingAuthor
Zhao, MinghuaAuthor
Shi, CaijunAuthor
Zhao, HengAuthor
Year2012 (May)Volume42
PublisherElsevier BV
DOIdoi:10.1016/j.compgeo.2012.01.008Search in ResearchGate
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Mindat Ref. ID1006001Long-form Identifiermindat:1:5:1006001:4
GUID0
Full ReferenceZhang, Ling, Zhao, Minghua, Shi, Caijun, Zhao, Heng (2012) Nonlinear analysis of a geocell mattress on an elastic–plastic foundation. Computers and Geotechnics, 42. 204-211 doi:10.1016/j.compgeo.2012.01.008
Plain TextZhang, Ling, Zhao, Minghua, Shi, Caijun, Zhao, Heng (2012) Nonlinear analysis of a geocell mattress on an elastic–plastic foundation. Computers and Geotechnics, 42. 204-211 doi:10.1016/j.compgeo.2012.01.008
In(2012) Computers and Geotechnics Vol. 42. Elsevier BV

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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
Zhang, Ling, Zhao, Minghua, Shi, Caijun, Zhao, Heng (2013) Settlement Calculation of Composite Foundation Reinforced with Stone Columns. International Journal of Geomechanics, 13. 248-256 doi:10.1061/(asce)gm.1943-5622.0000212
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Wu, Gaoqiao, Zhao, Heng, Zhao, Minghua (2021) Undrained stability analysis of strip footings lying on circular voids with spatially random soil. Computers and Geotechnics, 133. 104072pp. doi:10.1016/j.compgeo.2021.104072
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
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
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