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    Compressive Strength of Dry-Stacked Concrete Masonry Unit Assemblies

    Source: Journal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 002
    Author:
    Sez Atamturktur
    ,
    Brandon E. Ross
    ,
    Jason Thompson
    ,
    David Biggs
    DOI: 10.1061/(ASCE)MT.1943-5533.0001693
    Publisher: American Society of Civil Engineers
    Abstract: Dry-stacked masonry construction consists of individual units stacked directly without mortar at the bed and head joints. Although dry-stacked construction offers many benefits including speed of construction and minimal need for skilled labor, its use has been limited by lack of technical information. This paper presents the results of an experimental program investigating the compressive strength of dry-stacked assemblies built from nonproprietary standard concrete masonry units. The program included 124 tests of dry-stacked prisms; variables in the program included compressive strength of the units and treatment of the interface. Roughness of the interface was found to have significant effect on the load–displacement behavior and ultimate capacity of dry-stacked assemblies. Based on the experimental results, a unit strength method is presented for qualifying dry-stacked systems.
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      Compressive Strength of Dry-Stacked Concrete Masonry Unit Assemblies

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    contributor authorSez Atamturktur
    contributor authorBrandon E. Ross
    contributor authorJason Thompson
    contributor authorDavid Biggs
    date accessioned2017-12-16T09:03:20Z
    date available2017-12-16T09:03:20Z
    date issued2017
    identifier other%28ASCE%29MT.1943-5533.0001693.pdf
    identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4237967
    description abstractDry-stacked masonry construction consists of individual units stacked directly without mortar at the bed and head joints. Although dry-stacked construction offers many benefits including speed of construction and minimal need for skilled labor, its use has been limited by lack of technical information. This paper presents the results of an experimental program investigating the compressive strength of dry-stacked assemblies built from nonproprietary standard concrete masonry units. The program included 124 tests of dry-stacked prisms; variables in the program included compressive strength of the units and treatment of the interface. Roughness of the interface was found to have significant effect on the load–displacement behavior and ultimate capacity of dry-stacked assemblies. Based on the experimental results, a unit strength method is presented for qualifying dry-stacked systems.
    publisherAmerican Society of Civil Engineers
    titleCompressive Strength of Dry-Stacked Concrete Masonry Unit Assemblies
    typeJournal Paper
    journal volume29
    journal issue2
    journal titleJournal of Materials in Civil Engineering
    identifier doi10.1061/(ASCE)MT.1943-5533.0001693
    treeJournal of Materials in Civil Engineering:;2017:;Volume ( 029 ):;issue: 002
    contenttypeFulltext
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