Finite element analysis of an anchored reinforced earth wall under slope surcharge
A parametric study was conducted using a finite element method to investigate the performance of an instrumented reinforced anchored earth wall. The performances was characterized herein under two criteria namely stress and deformation criteria. This study revealed that the increase in slope height...
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my.um.eprints.112992014-12-18T03:56:04Z http://eprints.um.edu.my/11299/ Finite element analysis of an anchored reinforced earth wall under slope surcharge Ali, F. Bhuiyan, M.Z.I. Hai, L.C. TA Engineering (General). Civil engineering (General) A parametric study was conducted using a finite element method to investigate the performance of an instrumented reinforced anchored earth wall. The performances was characterized herein under two criteria namely stress and deformation criteria. This study revealed that the increase in slope height and gradient of surcharge significantly enhance the summation of maximum axial stress in the reinforcing bars. However, the influence of surcharge becomes negligible when the surcharge height goes beyond 1.5 times the height of the wall. The influence of slope setback decreases with increase in setback but beyond 1.5 times the block width becomes insignificant 2010-08 Conference or Workshop Item PeerReviewed application/pdf en http://eprints.um.edu.my/11299/1/WEC-CBIT066.pdf Ali, F. and Bhuiyan, M.Z.I. and Hai, L.C. (2010) Finite element analysis of an anchored reinforced earth wall under slope surcharge. In: World Engineering Congress 2010 Conference on Buildings and Infrastructure Technology, 02-05 Aug 2010, Kuching, Sarawak. |
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TA Engineering (General). Civil engineering (General) Ali, F. Bhuiyan, M.Z.I. Hai, L.C. Finite element analysis of an anchored reinforced earth wall under slope surcharge |
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A parametric study was conducted using a finite element method to investigate the performance of an instrumented reinforced anchored earth wall. The performances was characterized herein under two criteria namely stress and deformation criteria. This study revealed that the increase in slope height and gradient of surcharge significantly enhance the summation of maximum axial stress in the reinforcing bars. However, the influence of surcharge becomes negligible when the surcharge height goes beyond 1.5 times the height of the wall. The influence of slope setback decreases with increase in setback but beyond 1.5 times the block width becomes insignificant |
format |
Conference or Workshop Item |
author |
Ali, F. Bhuiyan, M.Z.I. Hai, L.C. |
author_facet |
Ali, F. Bhuiyan, M.Z.I. Hai, L.C. |
author_sort |
Ali, F. |
title |
Finite element analysis of an anchored reinforced earth wall under slope surcharge |
title_short |
Finite element analysis of an anchored reinforced earth wall under slope surcharge |
title_full |
Finite element analysis of an anchored reinforced earth wall under slope surcharge |
title_fullStr |
Finite element analysis of an anchored reinforced earth wall under slope surcharge |
title_full_unstemmed |
Finite element analysis of an anchored reinforced earth wall under slope surcharge |
title_sort |
finite element analysis of an anchored reinforced earth wall under slope surcharge |
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2010 |
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http://eprints.um.edu.my/11299/1/WEC-CBIT066.pdf http://eprints.um.edu.my/11299/ |
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1643689019945517056 |
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13.164666 |