Numerical simulations of triaxial shearing-infiltration tests

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...

Full description

Saved in:
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:
Numerical Simulation
Shearing-infiltration
DRNTU::Engineering::Civil engineering
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
Tags: Add Tag
No Tags, Be the first to tag this record!
Institution: Nanyang Technological University
Language: English

Internet

https://hdl.handle.net/10356/106439
http://hdl.handle.net/10220/47915
http://dx.doi.org/10.1016/j.sandf.2018.02.009

Similar Items