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Ng, C.W.W, Shi, Q (1998) A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage. Computers and Geotechnics, 22. 1-28 doi:10.1016/s0266-352x(97)00036-0

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Reference TypeJournal (article/letter/editorial)
TitleA numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage
JournalComputers and Geotechnics
AuthorsNg, C.W.WAuthor
Shi, QAuthor
Year1998 (January)Volume22
PublisherElsevier BV
DOIdoi:10.1016/s0266-352x(97)00036-0Search in ResearchGate
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Mindat Ref. ID1004682Long-form Identifiermindat:1:5:1004682:9
GUID0
Full ReferenceNg, C.W.W, Shi, Q (1998) A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage. Computers and Geotechnics, 22. 1-28 doi:10.1016/s0266-352x(97)00036-0
Plain TextNg, C.W.W, Shi, Q (1998) A numerical investigation of the stability of unsaturated soil slopes subjected to transient seepage. Computers and Geotechnics, 22. 1-28 doi:10.1016/s0266-352x(97)00036-0
In(1998, January) Computers and Geotechnics Vol. 22 (1) Elsevier BV

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Cho, S.E., Lee, S.R. (2001) Instability of unsaturated soil slopes due to infiltration. Computers and Geotechnics, 28. 185-208 doi:10.1016/s0266-352x(00)00027-6
Huang, Maosong, Jia, Cang-Qin (2009) Strength reduction FEM in stability analysis of soil slopes subjected to transient unsaturated seepage. Computers and Geotechnics, 36. 93-101 doi:10.1016/j.compgeo.2008.03.006
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Ausilio, E., Conte, E., Dente, G. (2001) Stability analysis of slopes reinforced with piles. Computers and Geotechnics, 28. 591-611 doi:10.1016/s0266-352x(01)00013-1
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(2009) Editorial Board. Computers and Geotechnics, 36. doi:10.1016/s0266-352x(09)00036-6
Zhou, X.L., Wang, J.H., Lu, J.F. (2003) Transient dynamic response of poroelastic medium subjected to impulsive loading. Computers and Geotechnics, 30. 109-120 doi:10.1016/s0266-352x(02)00032-0
Liang, Fa-Yun, Chen, Long-Zhu, Shi, Xu-Guang (2003) Numerical analysis of composite piled raft with cushion subjected to vertical load. Computers and Geotechnics, 30. 443-453 doi:10.1016/s0266-352x(03)00057-0
 
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