Stabilization of residual soil with rice husk ash and cement
Stabilization of residual soils is studied by chemically using cement and rice husk ash. Investigation includes the evaluation of such properties of the soil as compaction, strength, and X-ray diffraction. Test results show that both cement and rice husk ash reduce the plasticity of soils. In term o...
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| Format: | Article |
| Language: | en |
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Elsevier
2005
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| Online Access: | http://eprints.um.edu.my/8821/1/Stabilization_of_residual_soil_with_rice_husk_ash_and_cement.pdf http://eprints.um.edu.my/8821/ https://doi.org/10.1016/j.conbuildmat.2004.08.001 |
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| author | Basha, E.A. Hashim, Roslan Mahmud, H.B. Muntohar, A.S. |
| author_facet | Basha, E.A. Hashim, Roslan Mahmud, H.B. Muntohar, A.S. |
| author_sort | Basha, E.A. |
| building | UM Library |
| collection | Institutional Repository |
| content_provider | Universiti Malaya |
| content_source | UM Research Repository |
| continent | Asia |
| country | Malaysia |
| description | Stabilization of residual soils is studied by chemically using cement and rice husk ash. Investigation includes the evaluation of such properties of the soil as compaction, strength, and X-ray diffraction. Test results show that both cement and rice husk ash reduce the plasticity of soils. In term of compactability, addition of rice husk ash and cement decreases the maximum dry density and increases the optimum moisture content. From the viewpoint of plasticity, compaction and strength characteristics, and economy, addition of 6-8 cement and 10-15 rice husk ash is recommended as an optimum amount. |
| format | Article |
| id | my.um.eprints-8821 |
| institution | Universiti Malaya |
| language | en |
| publishDate | 2005 |
| publisher | Elsevier |
| record_format | eprints |
| spelling | my.um.eprints-88212019-08-07T09:11:58Z http://eprints.um.edu.my/8821/ Stabilization of residual soil with rice husk ash and cement Basha, E.A. Hashim, Roslan Mahmud, H.B. Muntohar, A.S. TA Engineering (General). Civil engineering (General) Stabilization of residual soils is studied by chemically using cement and rice husk ash. Investigation includes the evaluation of such properties of the soil as compaction, strength, and X-ray diffraction. Test results show that both cement and rice husk ash reduce the plasticity of soils. In term of compactability, addition of rice husk ash and cement decreases the maximum dry density and increases the optimum moisture content. From the viewpoint of plasticity, compaction and strength characteristics, and economy, addition of 6-8 cement and 10-15 rice husk ash is recommended as an optimum amount. Elsevier 2005 Article PeerReviewed application/pdf en http://eprints.um.edu.my/8821/1/Stabilization_of_residual_soil_with_rice_husk_ash_and_cement.pdf Basha, E.A. and Hashim, Roslan and Mahmud, H.B. and Muntohar, A.S. (2005) Stabilization of residual soil with rice husk ash and cement. Construction and Building Materials, 19 (6). pp. 448-453. ISSN 0950-0618, DOI https://doi.org/10.1016/j.conbuildmat.2004.08.001 <https://doi.org/10.1016/j.conbuildmat.2004.08.001>. https://doi.org/10.1016/j.conbuildmat.2004.08.001 doi:10.1016/j.conbuildmat.2004.08.001 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Basha, E.A. Hashim, Roslan Mahmud, H.B. Muntohar, A.S. Stabilization of residual soil with rice husk ash and cement |
| title | Stabilization of residual soil with rice husk ash and cement |
| title_full | Stabilization of residual soil with rice husk ash and cement |
| title_fullStr | Stabilization of residual soil with rice husk ash and cement |
| title_full_unstemmed | Stabilization of residual soil with rice husk ash and cement |
| title_short | Stabilization of residual soil with rice husk ash and cement |
| title_sort | stabilization of residual soil with rice husk ash and cement |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://eprints.um.edu.my/8821/1/Stabilization_of_residual_soil_with_rice_husk_ash_and_cement.pdf http://eprints.um.edu.my/8821/ https://doi.org/10.1016/j.conbuildmat.2004.08.001 |
| url_provider | http://eprints.um.edu.my/ |