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dc.contributor.authorMuhammad Masood Rafi
dc.contributor.authorSher Khan
dc.contributor.authorAmanullah Marri
dc.contributor.authorMuhammad Aslam Bhutto
dc.date.accessioned2025-08-17T23:06:55Z
dc.date.available2025-08-17T23:06:55Z
dc.date.copyright5/1/2025 12:00:00 AM
dc.date.issued2025
dc.identifier.otherJSDCCC.SCENG-1632.pdf
dc.identifier.urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4307925
dc.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.
dc.publisherAmerican Society of Civil Engineers
dc.titleExperimental Evaluation of Flexural and Bond Behaviors of Adobe Masonry
dc.typeJournal Article
dc.journal.volume30
dc.journal.issue2
dc.journal.titleJournal of Structural Design and Construction Practice
dc.identifier.doi10.1061/JSDCCC.SCENG-1632
dc.journal.fristpage04025022-1
dc.journal.lastpage04025022-11
dc.page11
dc.treeJournal of Structural Design and Construction Practice:;2025:;Volume ( 030 ):;issue: 002
dc.contenttypeFulltext


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