Please use this identifier to cite or link to this item:
https://hdl.handle.net/10356/101354
Title: | Controlling parameters for rainfall-induced landslides | Authors: | Tsaparas, Illias Rahardjo, Harianto Leong, Eng Choon Toll, David G. |
Keywords: | DRNTU::Engineering::Civil engineering::Geotechnical | Issue Date: | 2002 | Source: | Tsaparas, I., Rahardjo, H., Toll, D. G., & Leong, E. C. (2002). Controlling Parameters for Rainfall-Induced Landslides. Computer and Geotechnics, 29(1), 1-27. | Series/Report no.: | Computer and geotechnics | Abstract: | Slope instability due to rainfall is a common geotechnical problem in tropical and subtropical areas. The numerical analysis of this problem requires the definition of various hydrological characteristics of the soil in addition to the climatic information. This work attempts to identify the influence of some of those parameters on the stability of an unsaturated soil slope during rainfall. The results of the analysis show that the ratio between the saturated coefficient of permeability with respect to water and the rainfall patterns can significantly influence the seepage pattern within an unsaturated soil slope. | URI: | https://hdl.handle.net/10356/101354 http://hdl.handle.net/10220/7331 |
DOI: | 10.1016/S0266-352X(01)00019-2 | Schools: | School of Civil and Environmental Engineering | Rights: | © 2002 Elsevier Ltd. | Fulltext Permission: | none | Fulltext Availability: | No Fulltext |
Appears in Collections: | CEE Journal Articles |
SCOPUSTM
Citations
1
273
Updated on Mar 28, 2024
Web of ScienceTM
Citations
1
217
Updated on Oct 23, 2023
Page view(s) 5
1,281
Updated on Mar 27, 2024
Google ScholarTM
Check
Altmetric
Items in DR-NTU are protected by copyright, with all rights reserved, unless otherwise indicated.