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Effective shear strength parameters of soil samples taken from slope failure along the KULIM – BALING road / Damanhuri Jamalludin... [et al.]

Slope failures always occur in Malaysia especially during the monsoon seasons between October and January every year causing fatalities and damages to properties. The main factors causing the slope failure to occur are reduction of the shear strength parameters and loss of negative suction due to sa...

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Main Authors: Jamalludin, Damanhuri, Mohamad Sharom, Nur Syazana, Hashim, Mohamad Zain, Ahmad, Azura, Mohd Nordin, Mohd Mustaqim, Ibrahim, Anas
Format: Article
Language:English
Published: Universiti Teknologi Mara Cawangan Pulau Pinang 2017
Subjects:
Roads
Special types of environment. Including soil pollution, air pollution, noise pollution
Online Access:http://ir.uitm.edu.my/id/eprint/28739/1/AJ_DAMANHURI%20JAMALLUDIN%20EAJ%20P%2017.pdf
http://ir.uitm.edu.my/id/eprint/28739/
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spelling my.uitm.ir.287392020-04-02T05:24:50Z http://ir.uitm.edu.my/id/eprint/28739/ Effective shear strength parameters of soil samples taken from slope failure along the KULIM – BALING road / Damanhuri Jamalludin... [et al.] Jamalludin, Damanhuri Mohamad Sharom, Nur Syazana Hashim, Mohamad Zain Ahmad, Azura Mohd Nordin, Mohd Mustaqim Ibrahim, Anas Roads Special types of environment. Including soil pollution, air pollution, noise pollution Slope failures always occur in Malaysia especially during the monsoon seasons between October and January every year causing fatalities and damages to properties. The main factors causing the slope failure to occur are reduction of the shear strength parameters and loss of negative suction due to saturation of the slope. The objective of this study is to determine the effective shear strength parameters of the soil taken at slope failure using consolidation drain (CD) shear box and also to determine the factor of safety using SLOPE/W software. The soil samples were tested under submerged condition. The minimum value of effective shear strength parameters obtained from the CD shear box tests were c’ = 0 kN/m2 and ø’ = 47.30 while the maximum value of c’ = 30.2 kN/m2 and ø’ = 35.6 0. The FOS varied from 0.377 to 0.749 with minimum value of factor of safety was 0.377. When using SLOPE/W software on a stable slope cross section having minimum value of effective shear strength parameters, the minimum value of factor of safety was less than 1 indicating that the slope had already failed. Universiti Teknologi Mara Cawangan Pulau Pinang 2017-06 Article PeerReviewed text en http://ir.uitm.edu.my/id/eprint/28739/1/AJ_DAMANHURI%20JAMALLUDIN%20EAJ%20P%2017.pdf Jamalludin, Damanhuri and Mohamad Sharom, Nur Syazana and Hashim, Mohamad Zain and Ahmad, Azura and Mohd Nordin, Mohd Mustaqim and Ibrahim, Anas (2017) Effective shear strength parameters of soil samples taken from slope failure along the KULIM – BALING road / Damanhuri Jamalludin... [et al.]. ESTEEM Academic Journal, 13. pp. 30-38. ISSN 1675-7939
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 Roads
Special types of environment. Including soil pollution, air pollution, noise pollution
spellingShingle Roads
Special types of environment. Including soil pollution, air pollution, noise pollution
Jamalludin, Damanhuri
Mohamad Sharom, Nur Syazana
Hashim, Mohamad Zain
Ahmad, Azura
Mohd Nordin, Mohd Mustaqim
Ibrahim, Anas
Effective shear strength parameters of soil samples taken from slope failure along the KULIM – BALING road / Damanhuri Jamalludin... [et al.]
description Slope failures always occur in Malaysia especially during the monsoon seasons between October and January every year causing fatalities and damages to properties. The main factors causing the slope failure to occur are reduction of the shear strength parameters and loss of negative suction due to saturation of the slope. The objective of this study is to determine the effective shear strength parameters of the soil taken at slope failure using consolidation drain (CD) shear box and also to determine the factor of safety using SLOPE/W software. The soil samples were tested under submerged condition. The minimum value of effective shear strength parameters obtained from the CD shear box tests were c’ = 0 kN/m2 and ø’ = 47.30 while the maximum value of c’ = 30.2 kN/m2 and ø’ = 35.6 0. The FOS varied from 0.377 to 0.749 with minimum value of factor of safety was 0.377. When using SLOPE/W software on a stable slope cross section having minimum value of effective shear strength parameters, the minimum value of factor of safety was less than 1 indicating that the slope had already failed.
format Article
author Jamalludin, Damanhuri
Mohamad Sharom, Nur Syazana
Hashim, Mohamad Zain
Ahmad, Azura
Mohd Nordin, Mohd Mustaqim
Ibrahim, Anas
author_facet Jamalludin, Damanhuri
Mohamad Sharom, Nur Syazana
Hashim, Mohamad Zain
Ahmad, Azura
Mohd Nordin, Mohd Mustaqim
Ibrahim, Anas
author_sort Jamalludin, Damanhuri
title Effective shear strength parameters of soil samples taken from slope failure along the KULIM – BALING road / Damanhuri Jamalludin... [et al.]
title_short Effective shear strength parameters of soil samples taken from slope failure along the KULIM – BALING road / Damanhuri Jamalludin... [et al.]
title_full Effective shear strength parameters of soil samples taken from slope failure along the KULIM – BALING road / Damanhuri Jamalludin... [et al.]
title_fullStr Effective shear strength parameters of soil samples taken from slope failure along the KULIM – BALING road / Damanhuri Jamalludin... [et al.]
title_full_unstemmed Effective shear strength parameters of soil samples taken from slope failure along the KULIM – BALING road / Damanhuri Jamalludin... [et al.]
title_sort effective shear strength parameters of soil samples taken from slope failure along the kulim – baling road / damanhuri jamalludin... [et al.]
publisher Universiti Teknologi Mara Cawangan Pulau Pinang
publishDate 2017
url http://ir.uitm.edu.my/id/eprint/28739/1/AJ_DAMANHURI%20JAMALLUDIN%20EAJ%20P%2017.pdf
http://ir.uitm.edu.my/id/eprint/28739/
_version_ 1685650453621112832
score 13.211869

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