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    Strength Enhancement in Type K Expansive Cement Using Additives

    Source: Journal of Materials in Civil Engineering:;1990:;Volume ( 002 ):;issue: 001
    Author:
    Shondeep L. Sarkar
    DOI: 10.1061/(ASCE)0899-1561(1990)2:1(1)
    Publisher: American Society of Civil Engineers
    Abstract: Type K cement belongs to a special class known as shrinkage‐compensating cement. A literature survey reveals that very little research has been conducted on the performance of this type of cement when additives are used with it. The writer studies the physical, chemical, and microstructural characteristics of a type K cement to which up to 10% of a silica fume and a superplasticizer are added. Several techniques, such as conduction calorimetry, X‐ray diffraction, thermal analysis, and SEM/EDXA are used for this investigation. It is demonstrated that significant strength increase can be obtained through the use of additives in type K cement. Changes in rheological properties, however, can result from such additions. Adjustments in the amount of sulphate and aluminate components may lead to better control of setting and viscosity in this cement.
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      Strength Enhancement in Type K Expansive Cement Using Additives

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    contributor authorShondeep L. Sarkar
    date accessioned2017-05-08T21:16:34Z
    date available2017-05-08T21:16:34Z
    date copyrightFebruary 1990
    date issued1990
    identifier other%28asce%290899-1561%281990%292%3A1%281%29.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/45223
    description abstractType K cement belongs to a special class known as shrinkage‐compensating cement. A literature survey reveals that very little research has been conducted on the performance of this type of cement when additives are used with it. The writer studies the physical, chemical, and microstructural characteristics of a type K cement to which up to 10% of a silica fume and a superplasticizer are added. Several techniques, such as conduction calorimetry, X‐ray diffraction, thermal analysis, and SEM/EDXA are used for this investigation. It is demonstrated that significant strength increase can be obtained through the use of additives in type K cement. Changes in rheological properties, however, can result from such additions. Adjustments in the amount of sulphate and aluminate components may lead to better control of setting and viscosity in this cement.
    publisherAmerican Society of Civil Engineers
    titleStrength Enhancement in Type K Expansive Cement Using Additives
    typeJournal Paper
    journal volume2
    journal issue1
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)0899-1561(1990)2:1(1)
    treeJournal of Materials in Civil Engineering:;1990:;Volume ( 002 ):;issue: 001
    contenttypeFulltext
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