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contributor authorJian Qiu
contributor authorMartin van de Ven
contributor authorAndre Molenaar
date accessioned2017-05-08T21:56:21Z
date available2017-05-08T21:56:21Z
date copyrightJuly 2013
date issued2013
identifier other%28asce%29mt%2E1943-5533%2E0000778.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67141
description abstractSelf-healing is one of the great potential processes for service-life extension of asphalt pavements. However, the underlying mechanism is not explained, and a proper way to measure it is not mentioned. It is necessary to understand the self-healing mechanism and to develop a setup to measure it. In this paper, the self-healing process was hypothesized as the reverse process of cracking. Three new test methods were developed to mimic the self-healing process of cracks in bituminous materials (including bitumen, mastics, and asphalt mixtures) in the laboratory. The results indicate that the proposed crack self-healing assessment methods are capable of ranking the self-healing capability of bituminous materials. The crack self-healing process contains two important phases, namely, crack closure and strength gain. The occurrence of these phases is dependent on healing time and temperature.
publisherAmerican Society of Civil Engineers
titleCrack-Healing Investigation in Bituminous Materials
typeJournal Paper
journal volume25
journal issue7
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0000744
treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 007
contenttypeFulltext


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