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    Compressive Strength of Double H Concrete Block Masonry Prisms

    Source: Journal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    Author:
    Liang Huang
    ,
    Lejia Liao
    ,
    Libo Yan
    ,
    Hongwei Yi
    DOI: 10.1061/(ASCE)MT.1943-5533.0001084
    Publisher: American Society of Civil Engineers
    Abstract: This study investigated the compressive strength of double H concrete block masonry prisms. A total of 42 (i.e., nine ungrouted, 15 half-grouted, and 18 full-grouted) specimens were tested under uniaxial compression. The effects of mortar strength, grouting, and grout strength on the compressive strength of the prism were discussed. The test results show that the compressive strength of H-block prisms decreased with an increase of grouting, although the ultimate load of the prisms increased greatly.
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      Compressive Strength of Double H Concrete Block Masonry Prisms

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    contributor authorLiang Huang
    contributor authorLejia Liao
    contributor authorLibo Yan
    contributor authorHongwei Yi
    date accessioned2017-05-08T22:12:15Z
    date available2017-05-08T22:12:15Z
    date copyrightAugust 2014
    date issued2014
    identifier other39840016.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/73457
    description abstractThis study investigated the compressive strength of double H concrete block masonry prisms. A total of 42 (i.e., nine ungrouted, 15 half-grouted, and 18 full-grouted) specimens were tested under uniaxial compression. The effects of mortar strength, grouting, and grout strength on the compressive strength of the prism were discussed. The test results show that the compressive strength of H-block prisms decreased with an increase of grouting, although the ultimate load of the prisms increased greatly.
    publisherAmerican Society of Civil Engineers
    titleCompressive Strength of Double H Concrete Block Masonry Prisms
    typeJournal Paper
    journal volume26
    journal issue8
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001084
    treeJournal of Materials in Civil Engineering:;2014:;Volume ( 026 ):;issue: 008
    contenttypeFulltext
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