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    Paraffin Wax as a Sealant in Sorptivity Testing

    Source: Journal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 008
    Author:
    Miguel Antonio Nunes
    ,
    Charles Martin Ormsby
    ,
    Vimal Patel
    ,
    Ting Peng
    ,
    Andrew Boyd
    DOI: 10.1061/(ASCE)MT.1943-5533.0000508
    Publisher: American Society of Civil Engineers
    Abstract: The durability and sustainability of concrete structures is a prime socioeconomic concern of contemporary society. The lifecycle of these structures is typically determined by the rate of moisture ingress, in which dissolved and unwanted substances are transported into the structure. Therefore finding a sufficient means to measure these rates is of utmost importance. A sorptivity testing scheme as outlined by a commonly used standard can be a useful means of measuring how quickly liquid can be transported unidirectionally through concrete samples in the laboratory. Currently the standard prescribes that disc specimens 100 mm in diameter and 50-mm thick be sealed in such a manner to ensure unidirectional flow through one, unsealed face of the sample, while all other surfaces are appropriately sealed. However the standard does not specify how this seal is to be achieved. Furthermore, differing methods have yielded a likewise array of varied results, which may not be representative of the true sorptivity. The objective of this paper is to propose a simple but effective means of sealing the specimens that will yield more consistent results, which are more representative of the actual absorption properties of the concrete. This was accomplished by studying the performance of electrical insulation tape and cellophane (as suggested in the standard) against paraffin wax using three different mixture designs, as follows: (1) involving normal strength concrete without air entrainment, (2) a normal strength concrete mixture with air entrapment, and (3) self-consolidating concrete without air entrapment. The prepared specimens were subjected to various freeze-thaw cycling periods, conditioned, and then tested for sorptivity. Batches of samples were exposed to freeze-thaw cycling periods of 0, 50, 100, 150, 200, and 300 cycles. Within each group of samples, half of the specimens were sealed with electrical tape and cellophane, and the other half were sealed with paraffin wax in order to conduct sorptivity testing. Specimens coated in wax typically exhibited lower absorption values than those wrapped in tape. Furthermore, the tape would not adhere perfectly with the concrete at the edge formed by the cylindrical wall and the exposed surface, resulting in increased sorptivity values. Statistical analysis was done on the rates of early-age (0–6 h) and late-age (1–8 days) sorptivity by using the F-test to examine variability (with an 80% confidence interval) and the student-
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      Paraffin Wax as a Sealant in Sorptivity Testing

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    contributor authorMiguel Antonio Nunes
    contributor authorCharles Martin Ormsby
    contributor authorVimal Patel
    contributor authorTing Peng
    contributor authorAndrew Boyd
    date accessioned2017-05-08T21:55:55Z
    date available2017-05-08T21:55:55Z
    date copyrightAugust 2015
    date issued2015
    identifier other%28asce%29mt%2E1943-5533%2E0000542.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/66888
    description abstractThe durability and sustainability of concrete structures is a prime socioeconomic concern of contemporary society. The lifecycle of these structures is typically determined by the rate of moisture ingress, in which dissolved and unwanted substances are transported into the structure. Therefore finding a sufficient means to measure these rates is of utmost importance. A sorptivity testing scheme as outlined by a commonly used standard can be a useful means of measuring how quickly liquid can be transported unidirectionally through concrete samples in the laboratory. Currently the standard prescribes that disc specimens 100 mm in diameter and 50-mm thick be sealed in such a manner to ensure unidirectional flow through one, unsealed face of the sample, while all other surfaces are appropriately sealed. However the standard does not specify how this seal is to be achieved. Furthermore, differing methods have yielded a likewise array of varied results, which may not be representative of the true sorptivity. The objective of this paper is to propose a simple but effective means of sealing the specimens that will yield more consistent results, which are more representative of the actual absorption properties of the concrete. This was accomplished by studying the performance of electrical insulation tape and cellophane (as suggested in the standard) against paraffin wax using three different mixture designs, as follows: (1) involving normal strength concrete without air entrainment, (2) a normal strength concrete mixture with air entrapment, and (3) self-consolidating concrete without air entrapment. The prepared specimens were subjected to various freeze-thaw cycling periods, conditioned, and then tested for sorptivity. Batches of samples were exposed to freeze-thaw cycling periods of 0, 50, 100, 150, 200, and 300 cycles. Within each group of samples, half of the specimens were sealed with electrical tape and cellophane, and the other half were sealed with paraffin wax in order to conduct sorptivity testing. Specimens coated in wax typically exhibited lower absorption values than those wrapped in tape. Furthermore, the tape would not adhere perfectly with the concrete at the edge formed by the cylindrical wall and the exposed surface, resulting in increased sorptivity values. Statistical analysis was done on the rates of early-age (0–6 h) and late-age (1–8 days) sorptivity by using the F-test to examine variability (with an 80% confidence interval) and the student-
    publisherAmerican Society of Civil Engineers
    titleParaffin Wax as a Sealant in Sorptivity Testing
    typeJournal Paper
    journal volume27
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0000508
    treeJournal of Materials in Civil Engineering:;2015:;Volume ( 027 ):;issue: 008
    contenttypeFulltext
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