Numerical simulations of triaxial shearing-infiltration tests

Failures of steep slopes during rainfall are commonly associated with a decrease in matric suction in the unsaturated soil zone above the water table. The shear strength characteristics of residual soil under water infiltration have been studied in laboratory using unsaturated triaxial tests. This p...

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Bibliographic Details
Main Authors: Kim, Yongmin, Rahardjo, Harianto, Satyanaga, Alfrendo
Other Authors: School of Civil and Environmental Engineering
Format: Article
Language:English
Published: 2019
Subjects:
Online Access:https://hdl.handle.net/10356/106439
http://hdl.handle.net/10220/47915
http://dx.doi.org/10.1016/j.sandf.2018.02.009
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Institution: Nanyang Technological University
Language: English
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