Modulus of elasticity of reinforced silty sand

Reinforced soil has been among the most effective soil modification materials. Its use has been expanded dramatically into civil engineering, geotechnical engineering and pavement engineering. Reinforcing subgarde in pavement systems has always been an issue. This study focuses on effect of fibre in...

Full description

Bibliographic Details
Main Authors: Chegenizadeh, Amin, Nikraz, Hamid
Other Authors: Unknown
Format: Conference Paper
Published: Khavaran Higher-education Institute 2011
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/21880
_version_ 1848750713887260672
author Chegenizadeh, Amin
Nikraz, Hamid
author2 Unknown
author_facet Unknown
Chegenizadeh, Amin
Nikraz, Hamid
author_sort Chegenizadeh, Amin
building Curtin Institutional Repository
collection Online Access
description Reinforced soil has been among the most effective soil modification materials. Its use has been expanded dramatically into civil engineering, geotechnical engineering and pavement engineering. Reinforcing subgarde in pavement systems has always been an issue. This study focuses on effect of fibre inclusion on the modulus of elasticity of subgrade material. Plastic fibre was used for this investigation. Fibre contents and aspect ratio have been changed during these tests. The fibre percentage varied from 0 % (for unreinforced samples) to 0.3%. Silty sand was used as sub grade material. Unconfined compression tests were carried out to investigate behaviour of the composite under different loading condition. The results showed that the modulus of elasticity of fibre reinforced composite has increased by fibre inclusion. The fibre length and fibre content found to play important rule on the modulus of elasticity of fibre.
first_indexed 2025-11-14T07:41:13Z
format Conference Paper
id curtin-20.500.11937-21880
institution Curtin University Malaysia
institution_category Local University
last_indexed 2025-11-14T07:41:13Z
publishDate 2011
publisher Khavaran Higher-education Institute
recordtype eprints
repository_type Digital Repository
spelling curtin-20.500.11937-218802017-03-08T13:10:46Z Modulus of elasticity of reinforced silty sand Chegenizadeh, Amin Nikraz, Hamid Unknown UCS silty sand fiber modulus Reinforced soil has been among the most effective soil modification materials. Its use has been expanded dramatically into civil engineering, geotechnical engineering and pavement engineering. Reinforcing subgarde in pavement systems has always been an issue. This study focuses on effect of fibre inclusion on the modulus of elasticity of subgrade material. Plastic fibre was used for this investigation. Fibre contents and aspect ratio have been changed during these tests. The fibre percentage varied from 0 % (for unreinforced samples) to 0.3%. Silty sand was used as sub grade material. Unconfined compression tests were carried out to investigate behaviour of the composite under different loading condition. The results showed that the modulus of elasticity of fibre reinforced composite has increased by fibre inclusion. The fibre length and fibre content found to play important rule on the modulus of elasticity of fibre. 2011 Conference Paper http://hdl.handle.net/20.500.11937/21880 Khavaran Higher-education Institute restricted
spellingShingle UCS
silty sand
fiber
modulus
Chegenizadeh, Amin
Nikraz, Hamid
Modulus of elasticity of reinforced silty sand
title Modulus of elasticity of reinforced silty sand
title_full Modulus of elasticity of reinforced silty sand
title_fullStr Modulus of elasticity of reinforced silty sand
title_full_unstemmed Modulus of elasticity of reinforced silty sand
title_short Modulus of elasticity of reinforced silty sand
title_sort modulus of elasticity of reinforced silty sand
topic UCS
silty sand
fiber
modulus
url http://hdl.handle.net/20.500.11937/21880