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Lin, Hang, Zhong, Wenwen (2019) Influence of Rainfall Intensity and Its Pattern on the Stability of Unsaturated Soil Slope. Geotechnical and Geological Engineering, 37 (2). 615-623 doi:10.1007/s10706-018-0631-7

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Reference TypeJournal (article/letter/editorial)
TitleInfluence of Rainfall Intensity and Its Pattern on the Stability of Unsaturated Soil Slope
JournalGeotechnical and Geological Engineering
AuthorsLin, HangAuthor
Zhong, WenwenAuthor
Year2019 (April)Volume37
Issue2
PublisherSpringer Science and Business Media LLC
DOIdoi:10.1007/s10706-018-0631-7Search in ResearchGate
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Mindat Ref. ID7749658Long-form Identifiermindat:1:5:7749658:6
GUID0
Full ReferenceLin, Hang, Zhong, Wenwen (2019) Influence of Rainfall Intensity and Its Pattern on the Stability of Unsaturated Soil Slope. Geotechnical and Geological Engineering, 37 (2). 615-623 doi:10.1007/s10706-018-0631-7
Plain TextLin, Hang, Zhong, Wenwen (2019) Influence of Rainfall Intensity and Its Pattern on the Stability of Unsaturated Soil Slope. Geotechnical and Geological Engineering, 37 (2). 615-623 doi:10.1007/s10706-018-0631-7
In(2019, April) Geotechnical and Geological Engineering Vol. 37 (2) Springer Science and Business Media LLC

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Doumbouya, Lancine, Guan, Chang Sheng, Bowa, Victor Mwango (2020) Influence of Rainfall Patterns on the Slope Stability of the Lumwana (the Malundwe) Open Pit. Geotechnical and Geological Engineering, 38 (2). 1337-1346 doi:10.1007/s10706-019-01094-7
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Lin, Hang, Qin, Jianxin, Chen, Yifan, Xu, Wanzhong, Lei, Daxing (2019) Early Warning of Rock Slope Failure Based on Bolt Axial Force Monitoring. Geotechnical and Geological Engineering, 37 (5). 3985-3993 doi:10.1007/s10706-019-00887-0
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VandenBerge, Daniel R., Castellanos, Bernardo A., McGuire, Michael P. (2019) Comparison and Use of Failure Envelope Forms for Slope Stability Analyses. Geotechnical and Geological Engineering, 37 (3). 2029-2046 doi:10.1007/s10706-018-0742-1
VandenBerge, Daniel R., McGuire, Michael P. (2019) Practical Use of Modified Hoek–Brown Criterion for Soil Slope Stability Analysis. Geotechnical and Geological Engineering, 37 (6). 5441-5455 doi:10.1007/s10706-019-00991-1
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Yao, Cong, Yang, Xiaoli (2017) Limit Analysis of Unsaturated Soil Slope Stability Considering Intermediate Principal Stress and Strength Nonlinearity. Geotechnical and Geological Engineering, 35 (5). 2053-2063 doi:10.1007/s10706-017-0226-8
 
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