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    Condition Assessment of a Deteriorated Cement Works

    Source: Journal of Performance of Constructed Facilities:;2003:;Volume ( 017 ):;issue: 004
    Author:
    W. P. S. Dias
    ,
    A. D. C. Jayanandana
    DOI: 10.1061/(ASCE)0887-3828(2003)17:4(188)
    Publisher: American Society of Civil Engineers
    Abstract: This paper describes the condition assessment of a 30 year old cement works, where some of the structures were clearly deteriorated. It was carried out for the purpose of obtaining material properties needed for evaluating strength and integrity, and for establishing durability. This was done by sampling the structures using the nondestructive techniques of visual inspection, perusal of drawings, ultrasonic pulse velocity measurements, covermeter surveys, and core testing. Core testing gave information not only about strength but also about sorptivity, carbonation, chlorides, and sulfates, and about the variation of some of these properties with depth from the concrete surface. Some new approaches were used to estimate the grade of concrete and the partial safety factor for reinforcement. The use of “twin cores” (surface and internal) indicated that the surface quality of the concrete was actually better than the internal quality. Recommendations for repair and maintenance dealt with (1) accumulated cement dust; (2) concrete deterioration; (3) areas experiencing elevated temperatures; and (4) waterproofing of the concrete surface.
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      Condition Assessment of a Deteriorated Cement Works

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    contributor authorW. P. S. Dias
    contributor authorA. D. C. Jayanandana
    date accessioned2017-05-08T21:15:01Z
    date available2017-05-08T21:15:01Z
    date copyrightNovember 2003
    date issued2003
    identifier other%28asce%290887-3828%282003%2917%3A4%28188%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/44315
    description abstractThis paper describes the condition assessment of a 30 year old cement works, where some of the structures were clearly deteriorated. It was carried out for the purpose of obtaining material properties needed for evaluating strength and integrity, and for establishing durability. This was done by sampling the structures using the nondestructive techniques of visual inspection, perusal of drawings, ultrasonic pulse velocity measurements, covermeter surveys, and core testing. Core testing gave information not only about strength but also about sorptivity, carbonation, chlorides, and sulfates, and about the variation of some of these properties with depth from the concrete surface. Some new approaches were used to estimate the grade of concrete and the partial safety factor for reinforcement. The use of “twin cores” (surface and internal) indicated that the surface quality of the concrete was actually better than the internal quality. Recommendations for repair and maintenance dealt with (1) accumulated cement dust; (2) concrete deterioration; (3) areas experiencing elevated temperatures; and (4) waterproofing of the concrete surface.
    publisherAmerican Society of Civil Engineers
    titleCondition Assessment of a Deteriorated Cement Works
    typeJournal Paper
    journal volume17
    journal issue4
    journal titleJournal of Performance of Constructed Facilities
    identifier doi10.1061/(ASCE)0887-3828(2003)17:4(188)
    treeJournal of Performance of Constructed Facilities:;2003:;Volume ( 017 ):;issue: 004
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
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