Analysis of Rainfall Effect on Slope Failure in Sabah
The paper is aimed to characterize the relationship between the landslide events and the critical rainfall intensity-duration from the rainfall analysis. In this study, 10 landslide events that occurred in Ranau, Sabah area between years 2007 to 2015 were investigated and analysed using rainfall...
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Construction Research Institute of Malaysia (CREAM)
2021
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Online Access: | http://ir.unimas.my/id/eprint/37837/1/ANALYSIS%20OF%20RAINFALL%20EFFECT.pdf http://ir.unimas.my/id/eprint/37837/ https://www.cream.my/my/media/com_eshop/attachments/attachment_615ac91bb2475_MCRJ%20Volume%2033%20No.1%202021.pdf |
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my.unimas.ir.378372022-02-03T02:17:15Z http://ir.unimas.my/id/eprint/37837/ Analysis of Rainfall Effect on Slope Failure in Sabah Siti Jahara, Matlan Nazaruddin, Abdul Taha Salinah, Dullah Mohammad Radzif, Taharin Hasmida, Hamza TA Engineering (General). Civil engineering (General) The paper is aimed to characterize the relationship between the landslide events and the critical rainfall intensity-duration from the rainfall analysis. In this study, 10 landslide events that occurred in Ranau, Sabah area between years 2007 to 2015 were investigated and analysed using rainfall threshold based on soil water index (SWI) method. The analysis results showed that both short-intense rainfall (i.e., 1-day) and prolonged antecedent rainfall (i.e., 14, 30-day) played a significant role of the landslide initiations in Ranau, Sabah area. Overall results indicated that this method could simulate the rain infiltration response by the level of soil moisture in the area of landslide. Construction Research Institute of Malaysia (CREAM) 2021 Article PeerReviewed text en http://ir.unimas.my/id/eprint/37837/1/ANALYSIS%20OF%20RAINFALL%20EFFECT.pdf Siti Jahara, Matlan and Nazaruddin, Abdul Taha and Salinah, Dullah and Mohammad Radzif, Taharin and Hasmida, Hamza (2021) Analysis of Rainfall Effect on Slope Failure in Sabah. Malaysian Construction Research Journal, 33 (1). pp. 93-100. ISSN 1985-3807 https://www.cream.my/my/media/com_eshop/attachments/attachment_615ac91bb2475_MCRJ%20Volume%2033%20No.1%202021.pdf |
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TA Engineering (General). Civil engineering (General) Siti Jahara, Matlan Nazaruddin, Abdul Taha Salinah, Dullah Mohammad Radzif, Taharin Hasmida, Hamza Analysis of Rainfall Effect on Slope Failure in Sabah |
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The paper is aimed to characterize the relationship between the landslide events and the
critical rainfall intensity-duration from the rainfall analysis. In this study, 10 landslide events
that occurred in Ranau, Sabah area between years 2007 to 2015 were investigated and
analysed using rainfall threshold based on soil water index (SWI) method. The analysis
results showed that both short-intense rainfall (i.e., 1-day) and prolonged antecedent rainfall
(i.e., 14, 30-day) played a significant role of the landslide initiations in Ranau, Sabah area.
Overall results indicated that this method could simulate the rain infiltration response by the
level of soil moisture in the area of landslide. |
format |
Article |
author |
Siti Jahara, Matlan Nazaruddin, Abdul Taha Salinah, Dullah Mohammad Radzif, Taharin Hasmida, Hamza |
author_facet |
Siti Jahara, Matlan Nazaruddin, Abdul Taha Salinah, Dullah Mohammad Radzif, Taharin Hasmida, Hamza |
author_sort |
Siti Jahara, Matlan |
title |
Analysis of Rainfall Effect on Slope Failure in Sabah |
title_short |
Analysis of Rainfall Effect on Slope Failure in Sabah |
title_full |
Analysis of Rainfall Effect on Slope Failure in Sabah |
title_fullStr |
Analysis of Rainfall Effect on Slope Failure in Sabah |
title_full_unstemmed |
Analysis of Rainfall Effect on Slope Failure in Sabah |
title_sort |
analysis of rainfall effect on slope failure in sabah |
publisher |
Construction Research Institute of Malaysia (CREAM) |
publishDate |
2021 |
url |
http://ir.unimas.my/id/eprint/37837/1/ANALYSIS%20OF%20RAINFALL%20EFFECT.pdf http://ir.unimas.my/id/eprint/37837/ https://www.cream.my/my/media/com_eshop/attachments/attachment_615ac91bb2475_MCRJ%20Volume%2033%20No.1%202021.pdf |
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13.211869 |