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...
| 主要な著者: | , , |
|---|---|
| その他の著者: | |
| フォーマット: | Journal Article |
| 言語: | English |
| 出版事項: |
2019
|
| 主題: | |
| オンライン･アクセス: | https://hdl.handle.net/10356/106439 http://hdl.handle.net/10220/47915 http://dx.doi.org/10.1016/j.sandf.2018.02.009 |