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    Deterioration of Terrazzo

    Source: Journal of Architectural Engineering:;2011:;Volume ( 017 ):;issue: 002
    Author:
    Scott A. Civjan
    ,
    Michael J. Mitchell
    ,
    David Fortin
    ,
    Ray Mann
    DOI: 10.1061/(ASCE)AE.1943-5568.0000031
    Publisher: American Society of Civil Engineers
    Abstract: Terrazzo installation is often perceived as an art, left to individual contractors and craftsmen to implement tried-and-true application and repair methods. In this context, architects and engineers often relegate themselves to a minimal supervisory role during construction and planning. The writers have found several recurring instances of terrazzo cracking problems during construction as well as deterioration that could be prevented or minimized with attention to the responsibilities of all parties to communicate throughout the design process. Causes are often related to shrinkage of terrazzo, concentrated stresses attributable to configuration of divider strips, and impact loads. To objectively minimize deterioration rates of terrazzo, an experimental program was initiated to evaluate performance. Testing consisted of compressive strength and linear shrinkage tests on cementitious terrazzo under varying curing conditions and a durability test that applied a cyclic gravity wheel load to gaps at the edge of terrazzo tiles. The latter test used metal wheels and considered parameters of material type, gap size between terrazzo edge and adjacent steel plate, wheel diameter, vertical offset of tile, and vertical load being applied. Results indicated that proper curing of cementitious terrazzo is critical to achieving compressive strength and minimizing early shrinkage. For the durability test performed, epoxy terrazzo exhibited significantly less deterioration. Durability of terrazzo is affected primarily by gap size, upward vertical offset, and weight applied. Small wheel size and direction of loading can also contribute to deterioration. It is important that architects, engineers, and contractors understand methods that ensure material properties, minimize stress concentrations, and use appropriate divider strip spacing to minimize deterioration attributable to cracking and impact load. These steps will ensure the visual appearance and durability expected by the project team.
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      Deterioration of Terrazzo

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    contributor authorScott A. Civjan
    contributor authorMichael J. Mitchell
    contributor authorDavid Fortin
    contributor authorRay Mann
    date accessioned2017-05-08T21:33:26Z
    date available2017-05-08T21:33:26Z
    date copyrightJune 2011
    date issued2011
    identifier other%28asce%29ae%2E1943-5568%2E0000031.pdf
    identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/56034
    description abstractTerrazzo installation is often perceived as an art, left to individual contractors and craftsmen to implement tried-and-true application and repair methods. In this context, architects and engineers often relegate themselves to a minimal supervisory role during construction and planning. The writers have found several recurring instances of terrazzo cracking problems during construction as well as deterioration that could be prevented or minimized with attention to the responsibilities of all parties to communicate throughout the design process. Causes are often related to shrinkage of terrazzo, concentrated stresses attributable to configuration of divider strips, and impact loads. To objectively minimize deterioration rates of terrazzo, an experimental program was initiated to evaluate performance. Testing consisted of compressive strength and linear shrinkage tests on cementitious terrazzo under varying curing conditions and a durability test that applied a cyclic gravity wheel load to gaps at the edge of terrazzo tiles. The latter test used metal wheels and considered parameters of material type, gap size between terrazzo edge and adjacent steel plate, wheel diameter, vertical offset of tile, and vertical load being applied. Results indicated that proper curing of cementitious terrazzo is critical to achieving compressive strength and minimizing early shrinkage. For the durability test performed, epoxy terrazzo exhibited significantly less deterioration. Durability of terrazzo is affected primarily by gap size, upward vertical offset, and weight applied. Small wheel size and direction of loading can also contribute to deterioration. It is important that architects, engineers, and contractors understand methods that ensure material properties, minimize stress concentrations, and use appropriate divider strip spacing to minimize deterioration attributable to cracking and impact load. These steps will ensure the visual appearance and durability expected by the project team.
    publisherAmerican Society of Civil Engineers
    titleDeterioration of Terrazzo
    typeJournal Paper
    journal volume17
    journal issue2
    journal titleJournal of Architectural Engineering
    identifier doi10.1061/(ASCE)AE.1943-5568.0000031
    treeJournal of Architectural Engineering:;2011:;Volume ( 017 ):;issue: 002
    contenttypeFulltext
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    DSpace software copyright © 2002-2015  DuraSpace
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