Assessment of slopes stability using ROM scale along Jalan Gertak Sanggul, Balik Pulau, Pulau Pinang / Hapsa Husen

Slope stability is a complicated and broad subject that still does not have a well establish design slope standard. Thus extensive researches and studies need to be carried out. The stability of the slope mainly depends on many factors and one of the factors is the soil strength properties which are...

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Main Author: Husen, Hapsa
Format: Student Project
Language:English
Published: 2006
Subjects:
Online Access:http://ir.uitm.edu.my/id/eprint/28832/
http://ir.uitm.edu.my/id/eprint/28832/1/PPb_%20HAPSA%20HUSEN%20EC%20P%2006_5.pdf
id uitm-28832
recordtype eprints
spelling uitm-288322020-03-20T05:34:38Z http://ir.uitm.edu.my/id/eprint/28832/ Assessment of slopes stability using ROM scale along Jalan Gertak Sanggul, Balik Pulau, Pulau Pinang / Hapsa Husen Husen, Hapsa Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc. Laboratory manuals. Testing of soils. Measurements Slope stability is a complicated and broad subject that still does not have a well establish design slope standard. Thus extensive researches and studies need to be carried out. The stability of the slope mainly depends on many factors and one of the factors is the soil strength properties which are related to soil characteristics. This study is more focus on the soil characteristics that can affect the slope stability. Jalan Gertak Sanggul is one of the main roads in Balik Pulau that is used frequently by the public. In this study, assessment on unfailed slope along Jalan Gertak Sanggul is made where the soil samples were taken and tested in laboratory. The results that obtained is then used to predict the stability of the slope by using ROM Scale (after the name of researchers ROSLAN & MAZIDAH). The results obtained which is % of sand, % of silt and % of clay are used in ROM equation to predict the stability of the unfailed slope. Statistical method also used in addition to results analyses. The results from the assessment, majority of the unfailed slopes along Jalan Gertak Sanggul are under critical risk category. The slopes are still standing due to suction of unsaturated soil and vegetation on the slope, but the slopes still have high possible chances to failure any time in the future due to climatic changes. The main objective of this study is to predict of slope failure of unfailed slope using ROM Scale. ROM Scale is a simple method in determining the likelihood of slope failure. It is hoped Rom Scale can be adopted especially as guidelines to predict future slope failure in the country. 2006-12 Student Project NonPeerReviewed text en http://ir.uitm.edu.my/id/eprint/28832/1/PPb_%20HAPSA%20HUSEN%20EC%20P%2006_5.pdf Husen, Hapsa (2006) Assessment of slopes stability using ROM scale along Jalan Gertak Sanggul, Balik Pulau, Pulau Pinang / Hapsa Husen. [Student Project] (Unpublished)
repository_type Digital Repository
institution_category Local University
institution Universiti Teknologi MARA
building UiTM Institutional Repository
collection Online Access
language English
topic Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc.
Laboratory manuals. Testing of soils. Measurements
spellingShingle Soil mechanics. Including properties of soils, water in soil, strength properties, consolidation, etc.
Laboratory manuals. Testing of soils. Measurements
Husen, Hapsa
Assessment of slopes stability using ROM scale along Jalan Gertak Sanggul, Balik Pulau, Pulau Pinang / Hapsa Husen
description Slope stability is a complicated and broad subject that still does not have a well establish design slope standard. Thus extensive researches and studies need to be carried out. The stability of the slope mainly depends on many factors and one of the factors is the soil strength properties which are related to soil characteristics. This study is more focus on the soil characteristics that can affect the slope stability. Jalan Gertak Sanggul is one of the main roads in Balik Pulau that is used frequently by the public. In this study, assessment on unfailed slope along Jalan Gertak Sanggul is made where the soil samples were taken and tested in laboratory. The results that obtained is then used to predict the stability of the slope by using ROM Scale (after the name of researchers ROSLAN & MAZIDAH). The results obtained which is % of sand, % of silt and % of clay are used in ROM equation to predict the stability of the unfailed slope. Statistical method also used in addition to results analyses. The results from the assessment, majority of the unfailed slopes along Jalan Gertak Sanggul are under critical risk category. The slopes are still standing due to suction of unsaturated soil and vegetation on the slope, but the slopes still have high possible chances to failure any time in the future due to climatic changes. The main objective of this study is to predict of slope failure of unfailed slope using ROM Scale. ROM Scale is a simple method in determining the likelihood of slope failure. It is hoped Rom Scale can be adopted especially as guidelines to predict future slope failure in the country.
format Student Project
author Husen, Hapsa
author_facet Husen, Hapsa
author_sort Husen, Hapsa
title Assessment of slopes stability using ROM scale along Jalan Gertak Sanggul, Balik Pulau, Pulau Pinang / Hapsa Husen
title_short Assessment of slopes stability using ROM scale along Jalan Gertak Sanggul, Balik Pulau, Pulau Pinang / Hapsa Husen
title_full Assessment of slopes stability using ROM scale along Jalan Gertak Sanggul, Balik Pulau, Pulau Pinang / Hapsa Husen
title_fullStr Assessment of slopes stability using ROM scale along Jalan Gertak Sanggul, Balik Pulau, Pulau Pinang / Hapsa Husen
title_full_unstemmed Assessment of slopes stability using ROM scale along Jalan Gertak Sanggul, Balik Pulau, Pulau Pinang / Hapsa Husen
title_sort assessment of slopes stability using rom scale along jalan gertak sanggul, balik pulau, pulau pinang / hapsa husen
publishDate 2006
url http://ir.uitm.edu.my/id/eprint/28832/
http://ir.uitm.edu.my/id/eprint/28832/1/PPb_%20HAPSA%20HUSEN%20EC%20P%2006_5.pdf
first_indexed 2023-09-18T23:20:45Z
last_indexed 2023-09-18T23:20:45Z
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