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    Long‐Term Strength Development of Pavement Concretes

    Source: Journal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 001
    Author:
    David A. Lange
    DOI: 10.1061/(ASCE)0899-1561(1994)6:1(78)
    Publisher: American Society of Civil Engineers
    Abstract: Development of pavement concrete compressive strength, flexural strength, and splitting tensile strength as a function of time is discussed. Eighteen sets of post‐1985 exerimental data from academic and industrial sources were selected to form a database of strength data for “modern” pavement concrete. Specimens were categorized as high or normal strength, use of fly ash was identified, and curing conditions were noted. Significant gains beyond 28‐day strength are observed in compressive, flexural, and tensile strength of modern pavement concretes. This general observation holds true for high‐ and normal‐strength concrete, concretes with and without fly ash, and concretes cured in air and moist conditions. Modern concretes have higher early compressive strength gains than concretes produced in 1940–56. However, both modern and 1940–56 concretes exhibit similar long‐term trends in strength development when normalized to their 28‐day strengths.
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      Long‐Term Strength Development of Pavement Concretes

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    contributor authorDavid A. Lange
    date accessioned2017-05-08T22:23:41Z
    date available2017-05-08T22:23:41Z
    date copyrightFebruary 1994
    date issued1994
    identifier other43930506.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/79537
    description abstractDevelopment of pavement concrete compressive strength, flexural strength, and splitting tensile strength as a function of time is discussed. Eighteen sets of post‐1985 exerimental data from academic and industrial sources were selected to form a database of strength data for “modern” pavement concrete. Specimens were categorized as high or normal strength, use of fly ash was identified, and curing conditions were noted. Significant gains beyond 28‐day strength are observed in compressive, flexural, and tensile strength of modern pavement concretes. This general observation holds true for high‐ and normal‐strength concrete, concretes with and without fly ash, and concretes cured in air and moist conditions. Modern concretes have higher early compressive strength gains than concretes produced in 1940–56. However, both modern and 1940–56 concretes exhibit similar long‐term trends in strength development when normalized to their 28‐day strengths.
    publisherAmerican Society of Civil Engineers
    titleLong‐Term Strength Development of Pavement Concretes
    typeJournal Paper
    journal volume6
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1994)6:1(78)
    treeJournal of Materials in Civil Engineering:;1994:;Volume ( 006 ):;issue: 001
    contenttypeFulltext
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