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contributor authorAmer Al-Jokhadar
contributor authorYasmine Soudi
contributor authorYasser Abu Hashem
contributor authorAhmad Masoud
date accessioned2024-04-27T22:55:18Z
date available2024-04-27T22:55:18Z
date issued2024/02/01
identifier other10.1061-JMCEE7.MTENG-16139.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4297835
description abstractAlternative building materials, such as adobe and rammed earth, can help reduce construction costs and carbon-dioxide emissions, making them an important part of sustainable building practices. Rammed earth building walls are substantial, long-lasting, heat-resistant, and recyclable because they are constructed by compressing naturally damp soil between temporary forms. Using mud in contemporary buildings presents several challenges, including durability and strength. This study investigated the impact of incorporating regular portland cement, quicklime (calcium oxide), and a self-polymerizable acrylic-based resin (a transparent bonding agent) into a soil mixture to address these problems. The optimal moisture content that maximizes compressive strength was also investigated. The results demonstrated that the optimum moisture content for maximum compressive strength and dry density was identical as the soil content in a mixture increased. The increase in the compressive strength and reduction in cracking can be attributed to the optimal proportions of regular portland cement, self-polymerizable acrylic-based resin, and quicklime. This study can serve as a guide for mixing appropriate proportions of materials that would yield the optimum mechanical properties for rammed earth construction in hot arid regions.
publisherASCE
titleMoisture Content and Compressive Strength of Rammed Earth Construction Mixtures in Hot Arid Regions: The Case of Amman, Jordan
typeJournal Article
journal volume36
journal issue2
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/JMCEE7.MTENG-16139
journal fristpage04023584-1
journal lastpage04023584-7
page7
treeJournal of Materials in Civil Engineering:;2024:;Volume ( 036 ):;issue: 002
contenttypeFulltext


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