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Combined one dimensional infiltration and slope stability modelling / Che Adanan Taib

Remarkable progress has been made in the study of landslides. However, there were much more to be done with the case of saturated soil. This thesis will discuss the failure of unsaturated soil slope with the influence of rainfall infiltration. Since most the slope failure occur during rainfall, K.L....

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Main Author: Taib, Che Adanan
Format: Student Project
Language:English
Published: 1994
Subjects:
Soil stabilization. Including soil compaction
Online Access:https://ir.uitm.edu.my/id/eprint/99824/1/99824.pdf
https://ir.uitm.edu.my/id/eprint/99824/
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spelling my.uitm.ir.998242024-08-18T09:13:08Z https://ir.uitm.edu.my/id/eprint/99824/ Combined one dimensional infiltration and slope stability modelling / Che Adanan Taib Taib, Che Adanan Soil stabilization. Including soil compaction Remarkable progress has been made in the study of landslides. However, there were much more to be done with the case of saturated soil. This thesis will discuss the failure of unsaturated soil slope with the influence of rainfall infiltration. Since most the slope failure occur during rainfall, K.L. - Karak Highway slopes have been selected as the 'subject' of study. Nine samples from nine different slopes were taken to the laboratory for research purpose. An attempt has been made to recognize the causes of failure. A slope in ITM was also incorporated in this study with the required data which have been obtained by previous student. Since the rainfall infiltration is of utmost concern, a combined infiltration and slope stability model was developed. Using the model, the stability of study slopes were predicted at the longest duration of rainfall allowed by DID design manual (72 hours). Such model could be a useful tool in the prediction of stability of unsaturated soil slope. 1994 Student Project NonPeerReviewed text en https://ir.uitm.edu.my/id/eprint/99824/1/99824.pdf Combined one dimensional infiltration and slope stability modelling / Che Adanan Taib. (1994) [Student Project] <http://terminalib.uitm.edu.my/99824.pdf> (Unpublished)
institution Universiti Teknologi Mara
building Tun Abdul Razak Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Mara
content_source UiTM Institutional Repository
url_provider http://ir.uitm.edu.my/
language English
topic Soil stabilization. Including soil compaction
spellingShingle Soil stabilization. Including soil compaction
Taib, Che Adanan
Combined one dimensional infiltration and slope stability modelling / Che Adanan Taib
description Remarkable progress has been made in the study of landslides. However, there were much more to be done with the case of saturated soil. This thesis will discuss the failure of unsaturated soil slope with the influence of rainfall infiltration. Since most the slope failure occur during rainfall, K.L. - Karak Highway slopes have been selected as the 'subject' of study. Nine samples from nine different slopes were taken to the laboratory for research purpose. An attempt has been made to recognize the causes of failure. A slope in ITM was also incorporated in this study with the required data which have been obtained by previous student. Since the rainfall infiltration is of utmost concern, a combined infiltration and slope stability model was developed. Using the model, the stability of study slopes were predicted at the longest duration of rainfall allowed by DID design manual (72 hours). Such model could be a useful tool in the prediction of stability of unsaturated soil slope.
format Student Project
author Taib, Che Adanan
author_facet Taib, Che Adanan
author_sort Taib, Che Adanan
title Combined one dimensional infiltration and slope stability modelling / Che Adanan Taib
title_short Combined one dimensional infiltration and slope stability modelling / Che Adanan Taib
title_full Combined one dimensional infiltration and slope stability modelling / Che Adanan Taib
title_fullStr Combined one dimensional infiltration and slope stability modelling / Che Adanan Taib
title_full_unstemmed Combined one dimensional infiltration and slope stability modelling / Che Adanan Taib
title_sort combined one dimensional infiltration and slope stability modelling / che adanan taib
publishDate 1994
url https://ir.uitm.edu.my/id/eprint/99824/1/99824.pdf
https://ir.uitm.edu.my/id/eprint/99824/
_version_ 1808976085992341504
score 13.211869

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