Contribution of The Root To Slope Stability

Land sliding is a geotechnical event that includes a wide range of ground movements such as rockfalls, deep failure of slopes and shallow debris flows, and it can cause various problems in varied civil fields such as roads and dams. Since most conventional methods are neither inexpensive nor applica...

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Main Authors: Khalilnejad, Abdolhossein, Osman, Normaniza, Ali, F.H.
Format: Article
Published: Springer Verlag 2012
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Online Access:http://eprints.um.edu.my/6274/
https://doi.org/10.1007/s10706-011-9446-5
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spelling my.um.eprints.62742020-01-24T03:57:16Z http://eprints.um.edu.my/6274/ Contribution of The Root To Slope Stability Khalilnejad, Abdolhossein Osman, Normaniza Ali, F.H. QH301 Biology Land sliding is a geotechnical event that includes a wide range of ground movements such as rockfalls, deep failure of slopes and shallow debris flows, and it can cause various problems in varied civil fields such as roads and dams. Since most conventional methods are neither inexpensive nor applicable everywhere, attention has nowadays been drawn to soil bioengineering using vegetation as the environment-friendly method for slope stabilization. Soil bioengineering or using vegetation in civil engineering design is mostly applicable to shallow slope stabilization projects characterized by unstable slopes with surface movement. Vegetation has both a silent effect on soil improvement to predict the landslide and a mechanical role to increase shear and pulling-out stress on the soil. During the last decade, many researches have been carried out to clarify the effect of vegetation on slope stability, but many questions still remain to be answered. Springer Verlag 2012 Article PeerReviewed Khalilnejad, Abdolhossein and Osman, Normaniza and Ali, F.H. (2012) Contribution of The Root To Slope Stability. Geotechnical and Geological Engineering, 30 (2). pp. 277-288. ISSN 0960-3182 https://doi.org/10.1007/s10706-011-9446-5 doi:10.1007/s10706-011-9446-5
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 QH301 Biology
spellingShingle QH301 Biology
Khalilnejad, Abdolhossein
Osman, Normaniza
Ali, F.H.
Contribution of The Root To Slope Stability
description Land sliding is a geotechnical event that includes a wide range of ground movements such as rockfalls, deep failure of slopes and shallow debris flows, and it can cause various problems in varied civil fields such as roads and dams. Since most conventional methods are neither inexpensive nor applicable everywhere, attention has nowadays been drawn to soil bioengineering using vegetation as the environment-friendly method for slope stabilization. Soil bioengineering or using vegetation in civil engineering design is mostly applicable to shallow slope stabilization projects characterized by unstable slopes with surface movement. Vegetation has both a silent effect on soil improvement to predict the landslide and a mechanical role to increase shear and pulling-out stress on the soil. During the last decade, many researches have been carried out to clarify the effect of vegetation on slope stability, but many questions still remain to be answered.
format Article
author Khalilnejad, Abdolhossein
Osman, Normaniza
Ali, F.H.
author_facet Khalilnejad, Abdolhossein
Osman, Normaniza
Ali, F.H.
author_sort Khalilnejad, Abdolhossein
title Contribution of The Root To Slope Stability
title_short Contribution of The Root To Slope Stability
title_full Contribution of The Root To Slope Stability
title_fullStr Contribution of The Root To Slope Stability
title_full_unstemmed Contribution of The Root To Slope Stability
title_sort contribution of the root to slope stability
publisher Springer Verlag
publishDate 2012
url http://eprints.um.edu.my/6274/
https://doi.org/10.1007/s10706-011-9446-5
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score 13.188404