Please use this identifier to cite or link to this item: https://dspace.ctu.edu.vn/jspui/handle/123456789/73436
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dc.contributor.authorNguyen, Tan Hung-
dc.contributor.authorNguyen, Truong Phu-
dc.contributor.authorDang, Cong Danh-
dc.contributor.authorPham, Anh Du-
dc.contributor.authorPham, Minh Triet-
dc.date.accessioned2022-02-07T02:01:58Z-
dc.date.available2022-02-07T02:01:58Z-
dc.date.issued2021-
dc.identifier.issn2734-9888-
dc.identifier.urihttps://dspace.ctu.edu.vn/jspui/handle/123456789/73436-
dc.description.abstractThis present study assesses the moisture distribution in a pre-cracked asphalt concrete pavement during a short-term rain event based on finite element method. The asphalt concrete pavements whose three different moisture diffusion coefficients for the base layers were evaluated. Based on the findings, it was concluded that as the period of the rain event increased, moisture diffused more in the pre-crack and was suffused in a larger area. Also, the moisture saturation in the pre-crack increased as the moisture diffusion coefficient increased. This study proposed a model that can estimate effectively the moisture distribution in a pre-cracked asphalt concrete pavement. In the future, further research should be carried out to observe the moisture distribution in a pre-cracked asphalt concrete pavement under various conditions such as temperature, freeze/thaw cycle, and traffic load.vi_VN
dc.language.isoenvi_VN
dc.relation.ispartofseriesTạp chí Xây dựng Việt Nam;Số 641 .- Tr.283-286-
dc.subjectMoisture distributionvi_VN
dc.subjectPre-cracked asphalt concrete pavementvi_VN
dc.subjectFinite element methodvi_VN
dc.titleAssessment of moisture distribution in a pre-cracked asphalt concrete pavement based on finite element methodvi_VN
dc.typeArticlevi_VN
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