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    Use of Surface Free Energy Method to Evaluate Effect of Hydrate Lime on Moisture Damage in Hot-Mix Asphalt

    Source: Journal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 008
    Author:
    F. Moghadas Nejad
    ,
    Gh. H. Hamedi
    ,
    A. R. Azarhoosh
    DOI: 10.1061/(ASCE)MT.1943-5533.0000650
    Publisher: American Society of Civil Engineers
    Abstract: One of the convenient approaches to decreasing moisture sensitivity in hot-mix asphalt (HMA) is coating the aggregate surface with a suitable agent. Hydrate lime (HL) is the most common antistrip additive used to treat aggregate properties in hot-mix asphalt. In this study, the effect of HL-treated aggregate on moisture sensitivity of HMA was evaluated by applying thermodynamic concepts and surface free energy (SFE) method. The SFE components of aggregates and asphalt binders were evaluated by using a universal sorption device (USD) and dynamic Wilhelmy plate method (DWPM), respectively. The results showed that the use of HL reduced the acid SFE and increased the base SFE of the two types of aggregates used in this study. These changes promote adhesion between asphalt binder and aggregate with and without water, particularly in the mixtures containing acidic aggregates prone to moisture damage. Covering the aggregate with HL decreased the total SFE of aggregate, leading to the increase in wetability of asphalt binder over the aggregate. Moreover, HL decreased the difference between surface free energies of asphalt-aggregate and water-aggregate, decreasing the detachment tendency of asphalt binder over the aggregates. Finally, the treatment of aggregate surface with HL reduced the difference between the free energy of adhesion of aggregate-asphalt binder in dry and wet conditions, decreasing the rate of moisture damage.
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      Use of Surface Free Energy Method to Evaluate Effect of Hydrate Lime on Moisture Damage in Hot-Mix Asphalt

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    http://yetl.yabesh.ir/yetl1/handle/yetl/67039
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    contributor authorF. Moghadas Nejad
    contributor authorGh. H. Hamedi
    contributor authorA. R. Azarhoosh
    date accessioned2017-05-08T21:56:12Z
    date available2017-05-08T21:56:12Z
    date copyrightAugust 2013
    date issued2013
    identifier other%28asce%29mt%2E1943-5533%2E0000684.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/67039
    description abstractOne of the convenient approaches to decreasing moisture sensitivity in hot-mix asphalt (HMA) is coating the aggregate surface with a suitable agent. Hydrate lime (HL) is the most common antistrip additive used to treat aggregate properties in hot-mix asphalt. In this study, the effect of HL-treated aggregate on moisture sensitivity of HMA was evaluated by applying thermodynamic concepts and surface free energy (SFE) method. The SFE components of aggregates and asphalt binders were evaluated by using a universal sorption device (USD) and dynamic Wilhelmy plate method (DWPM), respectively. The results showed that the use of HL reduced the acid SFE and increased the base SFE of the two types of aggregates used in this study. These changes promote adhesion between asphalt binder and aggregate with and without water, particularly in the mixtures containing acidic aggregates prone to moisture damage. Covering the aggregate with HL decreased the total SFE of aggregate, leading to the increase in wetability of asphalt binder over the aggregate. Moreover, HL decreased the difference between surface free energies of asphalt-aggregate and water-aggregate, decreasing the detachment tendency of asphalt binder over the aggregates. Finally, the treatment of aggregate surface with HL reduced the difference between the free energy of adhesion of aggregate-asphalt binder in dry and wet conditions, decreasing the rate of moisture damage.
    publisherAmerican Society of Civil Engineers
    titleUse of Surface Free Energy Method to Evaluate Effect of Hydrate Lime on Moisture Damage in Hot-Mix Asphalt
    typeJournal Paper
    journal volume25
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000650
    treeJournal of Materials in Civil Engineering:;2013:;Volume ( 025 ):;issue: 008
    contenttypeFulltext
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