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dc.contributor.authorคีรีรัตน์, ชูศักดิ์
dc.date.accessioned2015-05-18T04:26:27Z
dc.date.available2015-05-18T04:26:27Z
dc.date.issued2015-05-18
dc.identifier.urihttp://repository.rmutp.ac.th/handle/123456789/1492
dc.descriptionวารสารวิชาการและวิจัย มทร.พระนคร, ฉบับพิเศษ : 274-281en_US
dc.description.abstractThis research was to determine the appropriated mixing ratio of bottom ash and admixture (dust rock and Portland cement type 1) for improving the compressive strength. Bottom ash was used instead of soil and the quantities of admixture were 0, 2, 4, 6, 8 and 10% by dry weight of bottom ash. The specimens were cured for 7, 14, 28 and 90 days. Results of compressive strength test show that the admixture of 8% was the best mixing ratio. The increasing primary strength is developed from hydration reaction and the increasing secondary strength at 90 days is developed from pozzolanic reaction. Moreover, the compressive strength of this specimen is close to the compressive strength of lateriteen_US
dc.description.sponsorshipRajamangala University of Technology Phra Nakhonen_US
dc.language.isothen_US
dc.subjectBottom Ashen_US
dc.subjectเถ้าก้นเตาen_US
dc.subjectDust Rocken_US
dc.subjectหินฝุ่นen_US
dc.subjectPortland Cementen_US
dc.subjectปูนซีเมนต์ปอร์ตแลนด์en_US
dc.subjectCompressive Strengthen_US
dc.subjectกำลังรับแรงอัดen_US
dc.titleCompressive strength determination of bottom ash mixed with dust stone and portland cementen_US
dc.typeJournal Articlesen_US
dc.contributor.emailauthorchusak.k@rmutr.ac.then_US


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