Significance of Surface Eco-Protection Techniques for Cohesive Soils Slope in Selangor, Malaysia

Rapid infrastructure development in Malaysia especially in Selangor causes drastic change in landscape and clearing of more vegetated areas. This has gradually lead to slope instability problems that causes enormous loss affecting human lives, destruction of property and environment. Thus, conservat...

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Main Authors: Suhatril, Meldi, Osman, Normaniza, Sari, Puteri Azura, Shariati, Mahdi, Marto, Aminaton
Format: Article
Published: Springer Verlag 2019
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Online Access:http://eprints.um.edu.my/23373/
https://doi.org/10.1007/s10706-018-0740-3
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Institution: Universiti Malaya
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spelling my.um.eprints.233732020-01-09T04:03:02Z http://eprints.um.edu.my/23373/ Significance of Surface Eco-Protection Techniques for Cohesive Soils Slope in Selangor, Malaysia Suhatril, Meldi Osman, Normaniza Sari, Puteri Azura Shariati, Mahdi Marto, Aminaton Q Science (General) QR Microbiology TA Engineering (General). Civil engineering (General) Rapid infrastructure development in Malaysia especially in Selangor causes drastic change in landscape and clearing of more vegetated areas. This has gradually lead to slope instability problems that causes enormous loss affecting human lives, destruction of property and environment. Thus, conservation practices by incorporating vegetation to enhance slope stability is much needed alternative to the conventional technique of stabilization. Limited studies had been done in discovering the effectiveness of vegetative covers in relation to slope and soil parameters. Hence, in this paper, a parametric study is carried out to discover the relationship between some of the various vegetation species and different soil types as well as slope angles. Conventional limit equilibrium methods are applied in the analysis considering the soil shear strength parameters, unit weight of soil, as well as slope geometry. Typical scenarios of cut-slope along highways in Selangor are simulated in order to obtain comparable results from the stability assessment by means of calculating the factor of safety. The modelling showed that shallow slip failure can be prevented when sufficient number of roots of a certain tensile force interact with the slip plane, increasing the overall factor of safety of the slope. The percentage of FOS increased due to the vegetation effects can reach up to 43% with slope angles ranging between 15° and 25°. Moreover, based on the parametric study, silty soils showed more significance in contributing to the increase in FOS when incorporating vegetation. © 2018, Springer Nature Switzerland AG. Springer Verlag 2019 Article PeerReviewed Suhatril, Meldi and Osman, Normaniza and Sari, Puteri Azura and Shariati, Mahdi and Marto, Aminaton (2019) Significance of Surface Eco-Protection Techniques for Cohesive Soils Slope in Selangor, Malaysia. Geotechnical and Geological Engineering, 37 (3). pp. 2007-2014. ISSN 0960-3182 https://doi.org/10.1007/s10706-018-0740-3 doi:10.1007/s10706-018-0740-3
institution Universiti Malaya
building UM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Malaya
content_source UM Research Repository
url_provider http://eprints.um.edu.my/
topic Q Science (General)
QR Microbiology
TA Engineering (General). Civil engineering (General)
spellingShingle Q Science (General)
QR Microbiology
TA Engineering (General). Civil engineering (General)
Suhatril, Meldi
Osman, Normaniza
Sari, Puteri Azura
Shariati, Mahdi
Marto, Aminaton
Significance of Surface Eco-Protection Techniques for Cohesive Soils Slope in Selangor, Malaysia
description Rapid infrastructure development in Malaysia especially in Selangor causes drastic change in landscape and clearing of more vegetated areas. This has gradually lead to slope instability problems that causes enormous loss affecting human lives, destruction of property and environment. Thus, conservation practices by incorporating vegetation to enhance slope stability is much needed alternative to the conventional technique of stabilization. Limited studies had been done in discovering the effectiveness of vegetative covers in relation to slope and soil parameters. Hence, in this paper, a parametric study is carried out to discover the relationship between some of the various vegetation species and different soil types as well as slope angles. Conventional limit equilibrium methods are applied in the analysis considering the soil shear strength parameters, unit weight of soil, as well as slope geometry. Typical scenarios of cut-slope along highways in Selangor are simulated in order to obtain comparable results from the stability assessment by means of calculating the factor of safety. The modelling showed that shallow slip failure can be prevented when sufficient number of roots of a certain tensile force interact with the slip plane, increasing the overall factor of safety of the slope. The percentage of FOS increased due to the vegetation effects can reach up to 43% with slope angles ranging between 15° and 25°. Moreover, based on the parametric study, silty soils showed more significance in contributing to the increase in FOS when incorporating vegetation. © 2018, Springer Nature Switzerland AG.
format Article
author Suhatril, Meldi
Osman, Normaniza
Sari, Puteri Azura
Shariati, Mahdi
Marto, Aminaton
author_facet Suhatril, Meldi
Osman, Normaniza
Sari, Puteri Azura
Shariati, Mahdi
Marto, Aminaton
author_sort Suhatril, Meldi
title Significance of Surface Eco-Protection Techniques for Cohesive Soils Slope in Selangor, Malaysia
title_short Significance of Surface Eco-Protection Techniques for Cohesive Soils Slope in Selangor, Malaysia
title_full Significance of Surface Eco-Protection Techniques for Cohesive Soils Slope in Selangor, Malaysia
title_fullStr Significance of Surface Eco-Protection Techniques for Cohesive Soils Slope in Selangor, Malaysia
title_full_unstemmed Significance of Surface Eco-Protection Techniques for Cohesive Soils Slope in Selangor, Malaysia
title_sort significance of surface eco-protection techniques for cohesive soils slope in selangor, malaysia
publisher Springer Verlag
publishDate 2019
url http://eprints.um.edu.my/23373/
https://doi.org/10.1007/s10706-018-0740-3
_version_ 1657488199851704320