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contributor authorMohamadreza Moini; Konstantin Sobolev; Ismael Flores-Vivian; Adil Amirjanov
date accessioned2019-03-10T12:20:43Z
date available2019-03-10T12:20:43Z
date issued2019
identifier other%28ASCE%29MT.1943-5533.0002628.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4255362
description abstractThis research investigates the effects of aggregate proportioning on the basis of theoretical particle packing models and verifies the predicted results with experimental data from compaction of concrete aggregates. The experimental, theoretical, and computational approaches are compared on the basis of the packing of the binary and ternary blends. The results illustrate that the Toufar packing model can predict the maximal packing degree of various binary and ternary blends of aggregates, and the sequential packing algorithm can closely predict the particle size distribution and the packing degree of aggregate assemblies. It was demonstrated that the suggested experimental procedure with Vebe apparatus can be used to determine and verify the aggregate packing degree, reaching the compaction degree values predicted by theoretical and computational models.
publisherAmerican Society of Civil Engineers
titleModeling and Experimental Evaluation of Aggregate Packing for Effective Application in Concrete
typeJournal Paper
journal volume31
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002628
page04019001
treeJournal of Materials in Civil Engineering:;2019:;Volume ( 031 ):;issue: 003
contenttypeFulltext


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