Simulation of vegetative induced deformation in an unsaturated soil

Problem statement: Tree root water-uptake increases soil strength by increasing the soil matric suction due to pore pressure dissipation in a soil mass, inducing increases in vertical total stress or water extraction, the effective stress to which the soil strata is subjected to may also increase. T...

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Main Authors: Ali, Nazri, Mohammed Abdullahi, Mu’azu
Format: Article
Published: Science Publications 2010
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Online Access:http://eprints.utm.my/id/eprint/25983/
http://dx.doi.org/10.3844/ajessp.2010.130.136
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Institution: Universiti Teknologi Malaysia
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spelling my.utm.259832018-03-22T10:54:50Z http://eprints.utm.my/id/eprint/25983/ Simulation of vegetative induced deformation in an unsaturated soil Ali, Nazri Mohammed Abdullahi, Mu’azu Q Science (General) Problem statement: Tree root water-uptake increases soil strength by increasing the soil matric suction due to pore pressure dissipation in a soil mass, inducing increases in vertical total stress or water extraction, the effective stress to which the soil strata is subjected to may also increase. This causes volume change which might be detrimental to geotechnical structures and shallow foundation. Approach: This study proposed a methodology that can be used for the prediction of the root water-uptake and deformation. It was suggested that negative pore-water pressures can be estimated through two-dimensional governing equation for unsaturated soil and was converted to axi-symmetrical form due radially nature of tree roots. Results: The results of the root water-uptake analysis were then used as input for the prediction of ground displacements in a stress-deformation analysis. A volume change was modeled as a result of matric suction change caused by vegetative induced moisture migration. The proposed method was studied and tested against data collected on a case history involving a mature Lime tree on Boulder clay at Stacey Hall, Wolverton, England and mechanical properties of Boulder Clay. The recommended safe planting distance of trees of height, H, from buildings a distance, L, away is in form of L: H=0.5 m ratio. Conclusion: The predicted results from the two dimensional axi-symmetrical analyses agree well with the measured data in terms of both total vertical displacements and final water contents in the soil. Based on hypothesis, the numerical model developed provides practicing geotechnical engineers an effective tool for designing structures on vadose zones containing vegetation. Science Publications 2010 Article PeerReviewed Ali, Nazri and Mohammed Abdullahi, Mu’azu (2010) Simulation of vegetative induced deformation in an unsaturated soil. American Journal of Environmental Sciences, 6 (1). pp. 101-107. ISSN 1553-345X http://dx.doi.org/10.3844/ajessp.2010.130.136 DOI: 10.3844/ajessp.2010.130.136
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic Q Science (General)
spellingShingle Q Science (General)
Ali, Nazri
Mohammed Abdullahi, Mu’azu
Simulation of vegetative induced deformation in an unsaturated soil
description Problem statement: Tree root water-uptake increases soil strength by increasing the soil matric suction due to pore pressure dissipation in a soil mass, inducing increases in vertical total stress or water extraction, the effective stress to which the soil strata is subjected to may also increase. This causes volume change which might be detrimental to geotechnical structures and shallow foundation. Approach: This study proposed a methodology that can be used for the prediction of the root water-uptake and deformation. It was suggested that negative pore-water pressures can be estimated through two-dimensional governing equation for unsaturated soil and was converted to axi-symmetrical form due radially nature of tree roots. Results: The results of the root water-uptake analysis were then used as input for the prediction of ground displacements in a stress-deformation analysis. A volume change was modeled as a result of matric suction change caused by vegetative induced moisture migration. The proposed method was studied and tested against data collected on a case history involving a mature Lime tree on Boulder clay at Stacey Hall, Wolverton, England and mechanical properties of Boulder Clay. The recommended safe planting distance of trees of height, H, from buildings a distance, L, away is in form of L: H=0.5 m ratio. Conclusion: The predicted results from the two dimensional axi-symmetrical analyses agree well with the measured data in terms of both total vertical displacements and final water contents in the soil. Based on hypothesis, the numerical model developed provides practicing geotechnical engineers an effective tool for designing structures on vadose zones containing vegetation.
format Article
author Ali, Nazri
Mohammed Abdullahi, Mu’azu
author_facet Ali, Nazri
Mohammed Abdullahi, Mu’azu
author_sort Ali, Nazri
title Simulation of vegetative induced deformation in an unsaturated soil
title_short Simulation of vegetative induced deformation in an unsaturated soil
title_full Simulation of vegetative induced deformation in an unsaturated soil
title_fullStr Simulation of vegetative induced deformation in an unsaturated soil
title_full_unstemmed Simulation of vegetative induced deformation in an unsaturated soil
title_sort simulation of vegetative induced deformation in an unsaturated soil
publisher Science Publications
publishDate 2010
url http://eprints.utm.my/id/eprint/25983/
http://dx.doi.org/10.3844/ajessp.2010.130.136
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