Strain absorption optimization of reinforcement on geosynthetic reinforced slope: experimental and FEM modeling
The interaction between shear plane and Geosynthetic reinforcement in reinforced slope were carried out by using direct shear test apparatus. The reinforced soil specimens were installed through the large shear box in five different systems including 0, 30, 45, 60 and 90 degrees of reinforcement o...
Main Authors: | , , |
---|---|
Format: | Article |
Language: | English |
Published: |
Oklahoma State University
2010
|
Online Access: | http://psasir.upm.edu.my/id/eprint/16853/1/Strain%20absorption%20optimization%20of%20reinforcement%20on%20geosynthetic%20reinforced%20slope.pdf |
_version_ | 1825945896460746752 |
---|---|
author | Moayedi, Hossein Kim Huat, Bujang Asadi, Afshin |
author_facet | Moayedi, Hossein Kim Huat, Bujang Asadi, Afshin |
author_sort | Moayedi, Hossein |
collection | UPM |
description | The interaction between shear plane and Geosynthetic reinforcement in reinforced slope were carried out by
using direct shear test apparatus. The reinforced soil specimens were installed through the large shear box in
five different systems including 0, 30, 45, 60 and 90 degrees of reinforcement orientation with respect to the
vertical axis in shear box. Results showed maximum shear results when interaction angle were between 45 to
60 degrees. In such angle of reinforcement orientation strain absorption showed its maximum values in all
effective vertical axes of 50, 100 and 200 kPa, which mean the maximum shear tension, observed. This
optimization can be due to better interaction between both coarse granular soils with Geogrid apertures which
eventually give rise to more tension stresses absorption of reinforcement through the reinforced soil. |
first_indexed | 2024-03-06T07:38:39Z |
format | Article |
id | upm.eprints-16853 |
institution | Universiti Putra Malaysia |
language | English |
last_indexed | 2024-03-06T07:38:39Z |
publishDate | 2010 |
publisher | Oklahoma State University |
record_format | dspace |
spelling | upm.eprints-168532015-10-21T23:39:51Z http://psasir.upm.edu.my/id/eprint/16853/ Strain absorption optimization of reinforcement on geosynthetic reinforced slope: experimental and FEM modeling Moayedi, Hossein Kim Huat, Bujang Asadi, Afshin The interaction between shear plane and Geosynthetic reinforcement in reinforced slope were carried out by using direct shear test apparatus. The reinforced soil specimens were installed through the large shear box in five different systems including 0, 30, 45, 60 and 90 degrees of reinforcement orientation with respect to the vertical axis in shear box. Results showed maximum shear results when interaction angle were between 45 to 60 degrees. In such angle of reinforcement orientation strain absorption showed its maximum values in all effective vertical axes of 50, 100 and 200 kPa, which mean the maximum shear tension, observed. This optimization can be due to better interaction between both coarse granular soils with Geogrid apertures which eventually give rise to more tension stresses absorption of reinforcement through the reinforced soil. Oklahoma State University 2010 Article PeerReviewed application/pdf en http://psasir.upm.edu.my/id/eprint/16853/1/Strain%20absorption%20optimization%20of%20reinforcement%20on%20geosynthetic%20reinforced%20slope.pdf Moayedi, Hossein and Kim Huat, Bujang and Asadi, Afshin (2010) Strain absorption optimization of reinforcement on geosynthetic reinforced slope: experimental and FEM modeling. Electronic Journal of Geotechnical Engineering, 15 (bund. M). pp. 1563-1569. ISSN 1089-3032 http://www.ejge.com/2010/JourTOC15N.htm |
spellingShingle | Moayedi, Hossein Kim Huat, Bujang Asadi, Afshin Strain absorption optimization of reinforcement on geosynthetic reinforced slope: experimental and FEM modeling |
title | Strain absorption optimization of reinforcement on geosynthetic reinforced slope: experimental and FEM modeling |
title_full | Strain absorption optimization of reinforcement on geosynthetic reinforced slope: experimental and FEM modeling |
title_fullStr | Strain absorption optimization of reinforcement on geosynthetic reinforced slope: experimental and FEM modeling |
title_full_unstemmed | Strain absorption optimization of reinforcement on geosynthetic reinforced slope: experimental and FEM modeling |
title_short | Strain absorption optimization of reinforcement on geosynthetic reinforced slope: experimental and FEM modeling |
title_sort | strain absorption optimization of reinforcement on geosynthetic reinforced slope experimental and fem modeling |
url | http://psasir.upm.edu.my/id/eprint/16853/1/Strain%20absorption%20optimization%20of%20reinforcement%20on%20geosynthetic%20reinforced%20slope.pdf |
work_keys_str_mv | AT moayedihossein strainabsorptionoptimizationofreinforcementongeosyntheticreinforcedslopeexperimentalandfemmodeling AT kimhuatbujang strainabsorptionoptimizationofreinforcementongeosyntheticreinforcedslopeexperimentalandfemmodeling AT asadiafshin strainabsorptionoptimizationofreinforcementongeosyntheticreinforcedslopeexperimentalandfemmodeling |