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contributor authorPraveen Kumar
contributor authorP. Anand
date accessioned2017-05-08T22:01:59Z
date available2017-05-08T22:01:59Z
date copyrightJanuary 2012
date issued2012
identifier other%28asce%29te%2E1943-5436%2E0000349.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/69312
description abstractMoisture damage is the degradation of the mechanical properties of the material attributable to the presence of moisture in its microstructure. To enhance the life of bituminous pavements, it is necessary to understand moisture’s damage on pavements and to evaluate the effects of hydrated lime as moisture damage resisting agents. The basis of laboratory work was AASHTO T 283 test and it was performed on two types of dense graded bituminous mixes that included dense bituminous macadam and bituminous concrete mix. The study was carried out for mixes prepared without lime, and the same process was repeated with addition of 2% quantity of hydrated lime. The addition of hydrated lime in the asphalt mix improves the tensile strength ratio. However, a well-controlled lime treatment is required to maximize distribution and dispersion of lime particles on aggregate surfaces. This study also presents various causes of moisture damage and their mechanisms. Attention is also given to the chemical and mineralogical composition of aggregates and effect of some important minerals on moisture susceptibility of aggregates.
publisherAmerican Society of Civil Engineers
titleLaboratory Study on Moisture Susceptibility of Dense Graded Mixes
typeJournal Paper
journal volume138
journal issue1
journal titleJournal of Transportation Engineering, Part A: Systems
identifier doi10.1061/(ASCE)TE.1943-5436.0000306
treeJournal of Transportation Engineering, Part A: Systems:;2012:;Volume ( 138 ):;issue: 001
contenttypeFulltext


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