Study on sand and paper reinforcement
Reinforced soil has been among the most effective soil modification materials. Its use has been expanded rapidly into civil engineering, geotechnical engineering and pavement engineering. Reinforcing subgarde in pavement systems has always been an issue. This study focuses on effect of paper inclusi...
| Main Authors: | , |
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| Format: | Journal Article |
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International Journal of Emerging Technology and Advanced Engineering
2012
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| Online Access: | http://www.ijetae.com/files/Volume2Issue6/IJETAE_0612_35.pdf http://hdl.handle.net/20.500.11937/30503 |
| _version_ | 1848753107221086208 |
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| author | Chegenizadeh, Amin Nikraz, Hamid |
| author_facet | 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 rapidly into civil engineering, geotechnical engineering and pavement engineering. Reinforcing subgarde in pavement systems has always been an issue. This study focuses on effect of paper inclusion on the modulus of elasticity of subgrade material. Paper was used for this investigation. Paper contents and aspect ratio have been changed during these tests. The paper percentage varied from 0 % (for unreinforced samples) to 20%. Sand was used as sub grade material. Unconfined compression tests were carried out to investigate behaviour of the composite under different condition. The paper reinforcement length and paper reinforcement content found to play important rule on the modulus of elasticity of paper reinforced samples. Effect of paper content found to be more significant compare to paper length. |
| first_indexed | 2025-11-14T08:19:15Z |
| format | Journal Article |
| id | curtin-20.500.11937-30503 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T08:19:15Z |
| publishDate | 2012 |
| publisher | International Journal of Emerging Technology and Advanced Engineering |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-305032017-01-30T13:19:59Z Study on sand and paper reinforcement Chegenizadeh, Amin Nikraz, Hamid reinforced soil paper strength unconfined Reinforced soil has been among the most effective soil modification materials. Its use has been expanded rapidly into civil engineering, geotechnical engineering and pavement engineering. Reinforcing subgarde in pavement systems has always been an issue. This study focuses on effect of paper inclusion on the modulus of elasticity of subgrade material. Paper was used for this investigation. Paper contents and aspect ratio have been changed during these tests. The paper percentage varied from 0 % (for unreinforced samples) to 20%. Sand was used as sub grade material. Unconfined compression tests were carried out to investigate behaviour of the composite under different condition. The paper reinforcement length and paper reinforcement content found to play important rule on the modulus of elasticity of paper reinforced samples. Effect of paper content found to be more significant compare to paper length. 2012 Journal Article http://hdl.handle.net/20.500.11937/30503 http://www.ijetae.com/files/Volume2Issue6/IJETAE_0612_35.pdf International Journal of Emerging Technology and Advanced Engineering fulltext |
| spellingShingle | reinforced soil paper strength unconfined Chegenizadeh, Amin Nikraz, Hamid Study on sand and paper reinforcement |
| title | Study on sand and paper reinforcement |
| title_full | Study on sand and paper reinforcement |
| title_fullStr | Study on sand and paper reinforcement |
| title_full_unstemmed | Study on sand and paper reinforcement |
| title_short | Study on sand and paper reinforcement |
| title_sort | study on sand and paper reinforcement |
| topic | reinforced soil paper strength unconfined |
| url | http://www.ijetae.com/files/Volume2Issue6/IJETAE_0612_35.pdf http://hdl.handle.net/20.500.11937/30503 |