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dc.contributor.authorAchmad Fauzi, Wahab, Dr. Ir. Haji
dc.contributor.authorWan Mohd Nazmi, Wan Abdul Rahman
dc.contributor.authorZuraidah, Jauhari
dc.date.accessioned2013-11-18T04:29:29Z
dc.date.available2013-11-18T04:29:29Z
dc.date.issued2012-11-20
dc.identifier.citationp.389-392en_US
dc.identifier.urihttp://dspace.unimap.edu.my/123456789/29865
dc.descriptionMalaysian Technical Universities Conference on Engineering and Technology (MUCET) 2012 organised by technical universities under the Malaysian Technical Universities Network (MTUN), 20th - 21st November 2012 at Hotel Seri Malaysia, Kangar, Perlis.en_US
dc.description.abstractThe objective of this research is investigated the utilization of High Density Polyethylene (HDPE) and Glass as material stabilizer in Kuantan clayey soil stabilization. The research conducts soil engineering properties and strength test for various contents of HDPE and glass to different types of clayey soil from various sites in Kelantan. The Standard Compaction and California Bearing Ratio (CBR) were applied in soil samples to estimate the optimum mixture design. The samples were set up by mixing soil samples with various content of stabilizer at optimum water content. The variation content of stabilizer was 4%, 8% and 12% by dry total weight.The accomplishment of subgrade stabilization depends on the engineering properties of clay and characteristic of stabilizer [5,6, 7, 8, 9, and 10]. The laboratory test result were shown the engineering properties of Kuantan Clayey soil and CBR were improved by adding Cutting HDPE and Crushed Glass as stabilizer.en_US
dc.language.isoenen_US
dc.publisherMalaysian Technical Universities Network (MTUN)en_US
dc.relation.ispartofseriesProceeding of the Malaysian Technical Universities Conference on Engineering and Technology (MUCET) 2012;
dc.subjectGlassen_US
dc.subjectCBRen_US
dc.subjectSoil engineering propertiesen_US
dc.subjectSoil stabilizationen_US
dc.subjectHigh Density Polyethylene (HDPE)en_US
dc.titleUtilization waste material as stabilizer on Kuantan clayey soil stabilizationen_US
dc.typeWorking Paperen_US
dc.contributor.urlfauziwahab@ump.edu.myen_US
dc.contributor.urlnazmi@ump.edu.myen_US


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