Investigation on compaction characteristics of reinforced soil
Composite soils have been widely used in civil engineering applications, especially in slopes, embankment dam and landfills. This paper aims to investigate effect of fiber inclusion on compaction characteristic of composite soil (i.e. clay composite). A series of laboratory tests carried out to eval...
| Main Authors: | , |
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| Format: | Journal Article |
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Trans Tech Publications Inc
2011
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| Online Access: | http://hdl.handle.net/20.500.11937/23262 |
| _version_ | 1848751101162029056 |
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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 | Composite soils have been widely used in civil engineering applications, especially in slopes, embankment dam and landfills. This paper aims to investigate effect of fiber inclusion on compaction characteristic of composite soil (i.e. clay composite). A series of laboratory tests carried out to evaluate fiber effect on optimum water content and maximum dry unit weight of composite soils. Clay was selected as soil part of the composite and plastic fiber was used as reinforcement. The fiber parameters differed from one test to another, as fiber length varied from 10 mm to 35mm and fiber content were selected as 0.1% and 0.4%. For each test, compaction curved derived and the results were compared. The results proved that inclusion of fiber affected compaction behaviour of samples so that increasing in fiber content and length caused increasing in Optimum Moisture Content (OMC) and slightly decreased maximum dry unit weight. (2011) Trans Tech Publications, Switzerland. |
| first_indexed | 2025-11-14T07:47:22Z |
| format | Journal Article |
| id | curtin-20.500.11937-23262 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| last_indexed | 2025-11-14T07:47:22Z |
| publishDate | 2011 |
| publisher | Trans Tech Publications Inc |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-232622017-01-30T12:36:22Z Investigation on compaction characteristics of reinforced soil Chegenizadeh, Amin Nikraz, Hamid Fiber Compaction Reinforced soil Composite soils have been widely used in civil engineering applications, especially in slopes, embankment dam and landfills. This paper aims to investigate effect of fiber inclusion on compaction characteristic of composite soil (i.e. clay composite). A series of laboratory tests carried out to evaluate fiber effect on optimum water content and maximum dry unit weight of composite soils. Clay was selected as soil part of the composite and plastic fiber was used as reinforcement. The fiber parameters differed from one test to another, as fiber length varied from 10 mm to 35mm and fiber content were selected as 0.1% and 0.4%. For each test, compaction curved derived and the results were compared. The results proved that inclusion of fiber affected compaction behaviour of samples so that increasing in fiber content and length caused increasing in Optimum Moisture Content (OMC) and slightly decreased maximum dry unit weight. (2011) Trans Tech Publications, Switzerland. 2011 Journal Article http://hdl.handle.net/20.500.11937/23262 Trans Tech Publications Inc restricted |
| spellingShingle | Fiber Compaction Reinforced soil Chegenizadeh, Amin Nikraz, Hamid Investigation on compaction characteristics of reinforced soil |
| title | Investigation on compaction characteristics of reinforced soil |
| title_full | Investigation on compaction characteristics of reinforced soil |
| title_fullStr | Investigation on compaction characteristics of reinforced soil |
| title_full_unstemmed | Investigation on compaction characteristics of reinforced soil |
| title_short | Investigation on compaction characteristics of reinforced soil |
| title_sort | investigation on compaction characteristics of reinforced soil |
| topic | Fiber Compaction Reinforced soil |
| url | http://hdl.handle.net/20.500.11937/23262 |