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    Creep of Mass Concrete at Early Ages

    Source: Journal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 003
    Author:
    Donald M. Smith
    ,
    Michael I. Hammons
    DOI: 10.1061/(ASCE)0899-1561(1993)5:3(411)
    Publisher: American Society of Civil Engineers
    Abstract: A series of early‐age creep tests was conducted on mass‐concrete mixtures to be used in the construction of locks and dams. Tests were conducted to determine creep at ages of loading from 18 h through several days. While there is a significant data base for the material properties of mass concrete at later ages, there are very few data for the early‐age creep properties of mass concrete. A discussion of the test procedures and the findings of this investigation are reported. The creep response of mass concretes with different mixture proportions or constituents can be vastly different. Since no universally applicable constituent‐based model of early‐age mass‐concrete creep response is known to exist, early‐age creep tests should be conducted for any concrete mixture or application for which it is an important parameter. The development of models capable of accurately predicting early‐age creep response from constituent properties should be a high‐priority research item in concrete technology.
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      Creep of Mass Concrete at Early Ages

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    http://yetl.yabesh.ir/yetl1/handle/yetl/45341
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    contributor authorDonald M. Smith
    contributor authorMichael I. Hammons
    date accessioned2017-05-08T21:16:45Z
    date available2017-05-08T21:16:45Z
    date copyrightAugust 1993
    date issued1993
    identifier other%28asce%290899-1561%281993%295%3A3%28411%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45341
    description abstractA series of early‐age creep tests was conducted on mass‐concrete mixtures to be used in the construction of locks and dams. Tests were conducted to determine creep at ages of loading from 18 h through several days. While there is a significant data base for the material properties of mass concrete at later ages, there are very few data for the early‐age creep properties of mass concrete. A discussion of the test procedures and the findings of this investigation are reported. The creep response of mass concretes with different mixture proportions or constituents can be vastly different. Since no universally applicable constituent‐based model of early‐age mass‐concrete creep response is known to exist, early‐age creep tests should be conducted for any concrete mixture or application for which it is an important parameter. The development of models capable of accurately predicting early‐age creep response from constituent properties should be a high‐priority research item in concrete technology.
    publisherAmerican Society of Civil Engineers
    titleCreep of Mass Concrete at Early Ages
    typeJournal Paper
    journal volume5
    journal issue3
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1993)5:3(411)
    treeJournal of Materials in Civil Engineering:;1993:;Volume ( 005 ):;issue: 003
    contenttypeFulltext
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