YaBeSH Engineering and Technology Library

    • Journals
    • PaperQuest
    • YSE Standards
    • YaBeSH
    • Login
    View Item 
    •   YE&T Library
    • ASCE
    • Journal of Structural Design and Construction Practice
    • View Item
    •   YE&T Library
    • ASCE
    • Journal of Structural Design and Construction Practice
    • View Item
    • All Fields
    • Source Title
    • Year
    • Publisher
    • Title
    • Subject
    • Author
    • DOI
    • ISBN
    Advanced Search
    JavaScript is disabled for your browser. Some features of this site may not work without it.

    Archive

    Experimental Evaluation of Flexural and Bond Behaviors of Adobe Masonry

    Source: Journal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 002::page 04025022-1
    Author:
    Muhammad Masood Rafi
    ,
    Sher Khan
    ,
    Amanullah Marri
    ,
    Muhammad Aslam Bhutto
    DOI: 10.1061/JSDCCC.SCENG-1632
    Publisher: American Society of Civil Engineers
    Abstract: This paper presents the results of experimental testing of adobe masonry assemblages to study their flexure and bond behaviors. The properties of soil and water absorption of adobe units also were investigated. The plasticity index of the soil was 7.56, which was higher than that reported for the adobe soil in a few regions of the world. The silt and clay contents of the soil also were higher than those of the soil used by researchers elsewhere. High water absorption of the adobe units (27.37%) indicated their low cohesion characteristic, which was evidenced by low bond strength. The flexural strength of the wallettes tested in a direction parallel to the bed joints was less than that of those tested perpendicular to the bed joints. The tensile bond strength determined by the bond wrench method was considerably smaller than the flexural strength of the wallettes. The observed flexural and bond strengths of the adobe masonry also were smaller than those reported in the literature.
    • Download: (1.720Mb)
    • Show Full MetaData Hide Full MetaData
    • Get RIS
    • Item Order
    • Go To Publisher
    • Price: 5000 Rial
    • Statistics

      Experimental Evaluation of Flexural and Bond Behaviors of Adobe Masonry

    URI
    http://yetl.yabesh.ir/yetl1/handle/yetl/4307925
    Collections
    • Journal of Structural Design and Construction Practice

    Show full item record

    contributor authorMuhammad Masood Rafi
    contributor authorSher Khan
    contributor authorAmanullah Marri
    contributor authorMuhammad Aslam Bhutto
    date accessioned2025-08-17T23:06:55Z
    date available2025-08-17T23:06:55Z
    date copyright5/1/2025 12:00:00 AM
    date issued2025
    identifier otherJSDCCC.SCENG-1632.pdf
    identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307925
    description abstractThis paper presents the results of experimental testing of adobe masonry assemblages to study their flexure and bond behaviors. The properties of soil and water absorption of adobe units also were investigated. The plasticity index of the soil was 7.56, which was higher than that reported for the adobe soil in a few regions of the world. The silt and clay contents of the soil also were higher than those of the soil used by researchers elsewhere. High water absorption of the adobe units (27.37%) indicated their low cohesion characteristic, which was evidenced by low bond strength. The flexural strength of the wallettes tested in a direction parallel to the bed joints was less than that of those tested perpendicular to the bed joints. The tensile bond strength determined by the bond wrench method was considerably smaller than the flexural strength of the wallettes. The observed flexural and bond strengths of the adobe masonry also were smaller than those reported in the literature.
    publisherAmerican Society of Civil Engineers
    titleExperimental Evaluation of Flexural and Bond Behaviors of Adobe Masonry
    typeJournal Article
    journal volume30
    journal issue2
    journal titleJournal of Structural Design and Construction Practice
    identifier doi10.1061/JSDCCC.SCENG-1632
    journal fristpage04025022-1
    journal lastpage04025022-11
    page11
    treeJournal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 002
    contenttypeFulltext
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian
     
    DSpace software copyright © 2002-2015  DuraSpace
    نرم افزار کتابخانه دیجیتال "دی اسپیس" فارسی شده توسط یابش برای کتابخانه های ایرانی | تماس با یابش
    yabeshDSpacePersian