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dc.contributor.authorLương, Thi Bích-
dc.contributor.authorNguyễn, Quốc Huy-
dc.contributor.authorNguyễn, Sĩ Vinh-
dc.date.accessioned2020-10-21T01:28:14Z-
dc.date.available2020-10-21T01:28:14Z-
dc.date.issued2018-
dc.identifier.issn0866-8762-
dc.identifier.urihttps://dspace.ctu.edu.vn/jspui/handle/123456789/37709-
dc.description.abstractDevelopment of transportationinfastructureis one of the important tasks in Donghoa district now to upgrade it become type four of urban in Phu Yen Province.New material to construct road's basis or pavement need to be researched to decrease construction expenditure. Soil Cement Shallow mixinghas been investigated. This paper studies DeoCa soil bank mixing withdry cement in laboratory. Compessive strength, Splittingtensile strength and elasticity modulusof soilcretesincrease significantly with growing of cement content after 28 days and continue increase follow cure times . E of the soilcrete is approximately 400 MPa after curing 28 days and R.rh of the soilcrete at 14 days is about 0,79 MPa as mixing 6 to 12 percent cement. Thus, DeoCa soil mix 6 to 12 percent cement can completely construct rural road's basis or pavementto serve truck travellingsafely.vi_VN
dc.language.isovivi_VN
dc.relation.ispartofseriesTạp chí Xây dựng Việt Nam;Số 9 .- Tr.137-140-
dc.subjectSoil cement shallow mixingvi_VN
dc.subjectSoilcretevi_VN
dc.subjectRural roadvi_VN
dc.subjectPavementvi_VN
dc.subjectCompressive strengthvi_VN
dc.subjectElasticity modulusvi_VN
dc.titleNghiên cứu sử dụng đất gia cố xi măng trong xây dựng đường giao thông nông thôn tại huyện Đông Hòa, tỉnh Phú Yênvi_VN
dc.typeArticlevi_VN
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