Rainfall induced slope failure detection using infiltration type slope stability method applying non-linear failure envelope
Rainfall induced shallow slope failures in hilly terrain in the tropics is a complex soil mechanical behavior when it is difficult to be back analysed using the conventional slope stability method. The basis of the problem is in the applications of the linear soil shear strength failure envelope wit...
| Main Authors: | , , |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Institute of Physics Publishing
2019
|
| Subjects: | |
| Online Access: | View Fulltext in Publisher View in Scopus |