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    Effect of Steric Hardening on the Damage Recovery of Bitumen

    Source: Journal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009::page 04022221
    Author:
    Tejaswini Lakshmi Tavva
    ,
    Kamlesh Gurjar
    ,
    Sudhakar Reddy Kusam
    DOI: 10.1061/(ASCE)MT.1943-5533.0004370
    Publisher: ASCE
    Abstract: Bituminous mixtures recover from fracture damage during rest periods and at high service temperatures due to their self-healing ability. Steric hardening of binders is a time-dependent phenomenon whose effect on the mechanical properties is similar to that of healing. Most of the healing evaluation methods used by different researchers do not consider the effect of steric hardening while explaining the effect of healing in the mixes. Hence, an attempt was made in the present study to quantify the contribution of steric hardening to the healing of bitumen. A multistage procedure was employed to separate the effect of steric hardening from the healing effect. In the steric hardening test, the bitumen sample was given a prolonged rest to evaluate the increase in the modulus value due to steric hardening. A storage recuperation test was carried out to quantify the combined effect of self-healing and steric hardening. The true healing potential of the binders was estimated by eliminating the effect of steric hardening from total recovery occurring during the rest period. Steric hardening was observed to be more in stiffer binders and at lower test temperature. Softer binders had more self-healing potential than stiffer binders. It was observed that the effect of steric hardening dictated the trends of total recovery, indicating that its contribution is significant. Thus, neglecting the effect of steric hardening while estimating the true healing potential of bitumen leads to inaccurate estimation and interpretation of healing results.
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      Effect of Steric Hardening on the Damage Recovery of Bitumen

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    contributor authorTejaswini Lakshmi Tavva
    contributor authorKamlesh Gurjar
    contributor authorSudhakar Reddy Kusam
    date accessioned2022-08-18T12:24:50Z
    date available2022-08-18T12:24:50Z
    date issued2022/06/27
    identifier other%28ASCE%29MT.1943-5533.0004370.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4286586
    description abstractBituminous mixtures recover from fracture damage during rest periods and at high service temperatures due to their self-healing ability. Steric hardening of binders is a time-dependent phenomenon whose effect on the mechanical properties is similar to that of healing. Most of the healing evaluation methods used by different researchers do not consider the effect of steric hardening while explaining the effect of healing in the mixes. Hence, an attempt was made in the present study to quantify the contribution of steric hardening to the healing of bitumen. A multistage procedure was employed to separate the effect of steric hardening from the healing effect. In the steric hardening test, the bitumen sample was given a prolonged rest to evaluate the increase in the modulus value due to steric hardening. A storage recuperation test was carried out to quantify the combined effect of self-healing and steric hardening. The true healing potential of the binders was estimated by eliminating the effect of steric hardening from total recovery occurring during the rest period. Steric hardening was observed to be more in stiffer binders and at lower test temperature. Softer binders had more self-healing potential than stiffer binders. It was observed that the effect of steric hardening dictated the trends of total recovery, indicating that its contribution is significant. Thus, neglecting the effect of steric hardening while estimating the true healing potential of bitumen leads to inaccurate estimation and interpretation of healing results.
    publisherASCE
    titleEffect of Steric Hardening on the Damage Recovery of Bitumen
    typeJournal Article
    journal volume34
    journal issue9
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0004370
    journal fristpage04022221
    journal lastpage04022221-8
    page8
    treeJournal of Materials in Civil Engineering:;2022:;Volume ( 034 ):;issue: 009
    contenttypeFulltext
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