Capillary barrier effect on the response of residual slope to rainfall infiltration

Also available in printed version : QC925 C42 2008 raf

書目詳細資料
主要作者: Erwin, Chai Pak Shin
其他作者: Nurly Gofar, supervisor
格式: Master's thesis
語言:英语
出版: Universiti Teknologi Malaysia 2025
主題:
在線閱讀:https://utmik.utm.my/handle/123456789/105780
Abstract Abstract here
_version_ 1854934083257237504
author Erwin, Chai Pak Shin
author2 Nurly Gofar, supervisor
author_facet Nurly Gofar, supervisor
Erwin, Chai Pak Shin
author_sort Erwin, Chai Pak Shin
description Also available in printed version : QC925 C42 2008 raf
format Master's thesis
id utm-123456789-105780
institution Universiti Teknologi Malaysia
language English
publishDate 2025
publisher Universiti Teknologi Malaysia
record_format dspace
record_pdf Abstract
spelling utm-123456789-1057802025-08-20T17:33:00Z Capillary barrier effect on the response of residual slope to rainfall infiltration Erwin, Chai Pak Shin Nurly Gofar, supervisor Rain and rainfall Also available in printed version : QC925 C42 2008 raf Rainfall-induced slope failure is a common problem in areas covered by residual soil in tropical countries. The soil exists in unsaturated condition as ground water table is located well below the ground surface. Rainfall infiltration results in a reduction of matric suction of soil which in turn reduces the soil shear strength, and subsequently triggers the slope failure. Natural formation of the residual soil has lead to the variation of hydraulic conductivity in which soil closer to the ground surface usually has lower permeability as compared to the deeper layer. This condition causes the development of capillary barrier effect at the interface. The water accumulates at the interface and flow for some distance down-slope before it manages to infiltrate into the deeper layer. The distance that the water has to travel before breakthrough is referred as the water diversion length. Numerical simulation using SEEP/W was performed in this study to determine the water diversion length for two cases representing natural slopes i.e. Silty SAND over SAND and Silty SAND over Highly Weathered Granite. Parametric study was performed to study the effect of several variables including hydraulic conductivity of soil, thickness of layers, slope dip angle and the rate of infiltration. Results show that the diversion length is linearly correlated with the difference in the permeability of two soil layers and slope dip angle. The effect of rainfall infiltration depends on the saturated permeability of the upper layer (MRL). The optimum thickness of MRL obtained in this study is 1.5m. Results of numerical analysis are compared with analytical method by Ross model, however good agreement between the two methods was not reached because the difference in saturated hydraulic conductivity of the soils used is not very big. Moreover, under an infiltration rate, the maximum suction existing in the CBL )(_CBLcy should be as low as possible while the maximum suction attained in the MRL should be as high as possible, which was not the case especially for Silty SAND over Highly Weathered Granite. hisham UTM 77 p. Thesis (Sarjana Kejuruteraan (Awam - Geoteknik)) - Universiti Teknologi Malaysia, 2008 2025-04-15T00:52:37Z 2025-04-15T00:52:37Z 2008-11 Master's thesis https://utmik.utm.my/handle/123456789/105780 valet-20140416-11544 vital:69276 ENG Fullview Closed Access UTM Complete Submitted Submission application/pdf Universiti Teknologi Malaysia
spellingShingle Rain and rainfall
Erwin, Chai Pak Shin
Capillary barrier effect on the response of residual slope to rainfall infiltration
thesis_level Master
title Capillary barrier effect on the response of residual slope to rainfall infiltration
title_full Capillary barrier effect on the response of residual slope to rainfall infiltration
title_fullStr Capillary barrier effect on the response of residual slope to rainfall infiltration
title_full_unstemmed Capillary barrier effect on the response of residual slope to rainfall infiltration
title_short Capillary barrier effect on the response of residual slope to rainfall infiltration
title_sort capillary barrier effect on the response of residual slope to rainfall infiltration
topic Rain and rainfall
url https://utmik.utm.my/handle/123456789/105780
work_keys_str_mv AT erwinchaipakshin capillarybarriereffectontheresponseofresidualslopetorainfallinfiltration