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contributor authorWang Qiang
contributor authorYan Peiyu
contributor authorA. Ruhan
contributor authorYang Jinbo
contributor authorKong Xiangming
date accessioned2017-05-08T21:55:32Z
date available2017-05-08T21:55:32Z
date copyrightSeptember 2011
date issued2011
identifier other%28asce%29mt%2E1943-5533%2E0000335.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66660
description abstractThe strength mechanisms of two kinds of cement-asphalt (CA) mortar, which vary principally in their strength and elastic modulus, were investigated by environmental scanning electron microscopy, calorimetry, and strength tests. The results showed that the asphalt emulsion delayed the early hydration of the cement and the asphalt membrane had a negative effect on the further hydration of the cement, to some extent. The cement products could impale the asphalt membrane, and the cement could hydrate adequately because of the sufficient water supply in the CA mortar. The framework formed by the hardened cement paste was the primary structure skeleton in the CA mortar with a high elastic modulus and the asphalt phase, exhibiting as a filling phase, increased the weak phase of the structure system. For CA mortar with a low elastic modulus, the asphalt phase exhibited as a dominant phase. Two weak structure skeletons, formed by the asphalt membrane and the hardened cement paste, respectively, were responsible for the strength together.
publisherAmerican Society of Civil Engineers
titleStrength Mechanism of Cement-Asphalt Mortar
typeJournal Paper
journal volume23
journal issue9
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000301
treeJournal of Materials in Civil Engineering:;2011:;Volume ( 023 ):;issue: 009
contenttypeFulltext


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