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contributor authorRyota Soejima
contributor authorYuma Saeki
contributor authorKazunori Fujikake
contributor authorAshoke Karmokar
date accessioned2022-05-07T20:21:19Z
date available2022-05-07T20:21:19Z
date issued2022-03-16
identifier other(ASCE)SC.1943-5576.0000696.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4282313
description abstractThis research studied the feasibility of crumb rubber mortar (CRM) as a novel shock-absorbing material for protecting structures from blast and impact loading. Waste tire–derived crumb rubber was used in combination with cement paste material in this investigation. CRM samples with nine different mix proportions were selected for studying the shock-absorbing performance. Cubic specimens with dimensions 200×200×200  mm (7.87×7.87×7.87  in.) were fabricated from each sample. These specimens were evaluated under static compression and impact loading conditions. Test results suggest that CRM with a water content of 96 kg (211.6 lb) and a water/cement (W/C) ratio of 0.3 or 0.4 exhibits excellent shock-absorbing performance. The impact force–displacement curves estimated using a proposed analytical model were found to be consistent with the experimental curves.
publisherASCE
titleFeasibility Study of the Effectiveness of Crumb-Rubber Mortar as a Novel Shock-Absorbing Material
typeJournal Paper
journal volume27
journal issue3
journal titlePractice Periodical on Structural Design and Construction
identifier doi10.1061/(ASCE)SC.1943-5576.0000696
journal fristpage04022018
journal lastpage04022018-10
page10
treePractice Periodical on Structural Design and Construction:;2022:;Volume ( 027 ):;issue: 003
contenttypeFulltext


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