Instrumented soil column model for rainfall infiltration study

Infiltration and changes on pore-water pressure in soil must be taken into account in most slope stability and seepage problems. Laboratory experiments were performed to examine one-dimensional rainfall infiltration behavior of unsaturated soil. This paper describe an apparatus designed in this stud...

Full description

Bibliographic Details
Main Authors: Gofar, Nurly, Lee, Min Lee, Kassim, Azman
Format: Article
Published: Faculty of Civil Engineering 2008
Subjects:
Online Access:http://eprints.utm.my/8951/
_version_ 1848891780563468288
author Gofar, Nurly
Lee, Min Lee
Kassim, Azman
author_facet Gofar, Nurly
Lee, Min Lee
Kassim, Azman
author_sort Gofar, Nurly
building UTeM Institutional Repository
collection Online Access
description Infiltration and changes on pore-water pressure in soil must be taken into account in most slope stability and seepage problems. Laboratory experiments were performed to examine one-dimensional rainfall infiltration behavior of unsaturated soil. This paper describe an apparatus designed in this study to investigate the mechanism of rainfall infiltration in soil, and to provide experimental evidence on the transient pore-water pressure distribution and redistribution of four different types of soils under various rainfall conditions. The test results show that the model functioned properly to quantify the rainfall intensity, surface runoff rate, pore-water pressure, and percolation flow rate. The response of suction distribution and redistribution to rainfall infiltration was influenced by the particle size of the soils.
first_indexed 2025-11-15T21:03:24Z
format Article
id utm-8951
institution Universiti Teknologi Malaysia
institution_category Local University
last_indexed 2025-11-15T21:03:24Z
publishDate 2008
publisher Faculty of Civil Engineering
recordtype eprints
repository_type Digital Repository
spelling utm-89512018-11-29T07:34:31Z http://eprints.utm.my/8951/ Instrumented soil column model for rainfall infiltration study Gofar, Nurly Lee, Min Lee Kassim, Azman TA Engineering (General). Civil engineering (General) Infiltration and changes on pore-water pressure in soil must be taken into account in most slope stability and seepage problems. Laboratory experiments were performed to examine one-dimensional rainfall infiltration behavior of unsaturated soil. This paper describe an apparatus designed in this study to investigate the mechanism of rainfall infiltration in soil, and to provide experimental evidence on the transient pore-water pressure distribution and redistribution of four different types of soils under various rainfall conditions. The test results show that the model functioned properly to quantify the rainfall intensity, surface runoff rate, pore-water pressure, and percolation flow rate. The response of suction distribution and redistribution to rainfall infiltration was influenced by the particle size of the soils. Faculty of Civil Engineering 2008 Article PeerReviewed Gofar, Nurly and Lee, Min Lee and Kassim, Azman (2008) Instrumented soil column model for rainfall infiltration study. Geotechnical & Highway Engineering . ISSN 0128-0147 http://dms.library.utm.my:8080/vital/access/manager/Repository/vital:100754?site_name=GlobalView&query=Instrumented+soil+column+model+for+rainfall+infiltration+study&queryType=vitalDismax
spellingShingle TA Engineering (General). Civil engineering (General)
Gofar, Nurly
Lee, Min Lee
Kassim, Azman
Instrumented soil column model for rainfall infiltration study
title Instrumented soil column model for rainfall infiltration study
title_full Instrumented soil column model for rainfall infiltration study
title_fullStr Instrumented soil column model for rainfall infiltration study
title_full_unstemmed Instrumented soil column model for rainfall infiltration study
title_short Instrumented soil column model for rainfall infiltration study
title_sort instrumented soil column model for rainfall infiltration study
topic TA Engineering (General). Civil engineering (General)
url http://eprints.utm.my/8951/
http://eprints.utm.my/8951/