Pembentukan corak resipan disebabkan oleh penyusupan hujan
Many slope failures are observed to occur predominantly during or immediately after rainfall events. In addition to environmental conditions such as weathering, topography and vegetation inducing the slope failure, rainfall infiltration through soil has also shown significant effect on slope. Heavy...
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2006
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my-utm-ep.23072018-06-25T00:40:30Z Pembentukan corak resipan disebabkan oleh penyusupan hujan 2006-05 Ismail, Adnan TA Engineering (General). Civil engineering (General) Many slope failures are observed to occur predominantly during or immediately after rainfall events. In addition to environmental conditions such as weathering, topography and vegetation inducing the slope failure, rainfall infiltration through soil has also shown significant effect on slope. Heavy rainfall apparently reduces soil shear strength in long term period by increasing pore water pressure and decreasing matric suction, results in increasing the stresses in soil that contribute to the slope failure. In this study, a failed slope in Universiti Teknologi Malaysia is modeled by using a finite element commercial software, SEEP/W Version 5.0 (GEO-SLOPE International Ltd.) to simulate rainwater infiltration and transient pore water pressure distributions for generating seepage pattern in the slope. It is observed at any rainfall events, the ground water table rises at the toe of the slope but keeps constant at the crest of slope. The simulation analysis also shows that although the increase of pore water pressure is closely related to intensity and the frequency of rainfall, but it is not depended on the total of rainfall 2006-05 Thesis http://eprints.utm.my/id/eprint/2307/ http://eprints.utm.my/id/eprint/2307/1/AdnanIsmailMFKA2006.pdf application/pdf en public masters Universiti Teknologi Malaysia, Faculty of Civil Engineering : Department of Geotechnics Faculty of Civil Engineering : Department of Geotechnics |
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TA Engineering (General) Civil engineering (General) |
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TA Engineering (General) Civil engineering (General) Ismail, Adnan Pembentukan corak resipan disebabkan oleh penyusupan hujan |
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Many slope failures are observed to occur predominantly during or immediately after rainfall events. In addition to environmental conditions such as weathering, topography and vegetation inducing the slope failure, rainfall infiltration through soil has also shown significant effect on slope. Heavy rainfall apparently reduces soil shear strength in long term period by increasing pore water pressure and decreasing matric suction, results in increasing the stresses in soil that contribute to the slope failure. In this study, a failed slope in Universiti Teknologi Malaysia is modeled by using a finite element commercial software, SEEP/W Version 5.0 (GEO-SLOPE International Ltd.) to simulate rainwater infiltration and transient pore water pressure distributions for generating seepage pattern in the slope. It is observed at any rainfall events, the ground water table rises at the toe of the slope but keeps constant at the crest of slope. The simulation analysis also shows that although the increase of pore water pressure is closely related to intensity and the frequency of rainfall, but it is not depended on the total of rainfall |
format |
Thesis |
qualification_level |
Master's degree |
author |
Ismail, Adnan |
author_facet |
Ismail, Adnan |
author_sort |
Ismail, Adnan |
title |
Pembentukan corak resipan disebabkan oleh penyusupan hujan |
title_short |
Pembentukan corak resipan disebabkan oleh penyusupan hujan |
title_full |
Pembentukan corak resipan disebabkan oleh penyusupan hujan |
title_fullStr |
Pembentukan corak resipan disebabkan oleh penyusupan hujan |
title_full_unstemmed |
Pembentukan corak resipan disebabkan oleh penyusupan hujan |
title_sort |
pembentukan corak resipan disebabkan oleh penyusupan hujan |
granting_institution |
Universiti Teknologi Malaysia, Faculty of Civil Engineering : Department of Geotechnics |
granting_department |
Faculty of Civil Engineering : Department of Geotechnics |
publishDate |
2006 |
url |
http://eprints.utm.my/id/eprint/2307/1/AdnanIsmailMFKA2006.pdf |
_version_ |
1747814408755609600 |