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contributor authorSohail Muazzam Ghous;Wang Ben;Jain Amit;Kahraman Ramazan;Ozerkan Nesibe Gozde;Gencturk Bora;Dawood Mina;Belarbi Abdeldjelil
date accessioned2019-02-26T07:30:56Z
date available2019-02-26T07:30:56Z
date issued2018
identifier other%28ASCE%29MT.1943-5533.0002144.pdf
identifier urihttp://yetl.yabesh.ir/yetl1/handle/yetl/4247515
description abstractThis paper reviews the methods adopted to produce high-performance concrete (HPC) and ultrahigh-performance concrete (UHPC). The chronological development of these concretes in terms of their constituents, mixture proportions, mixing protocols, and particle packing models from selected literature are presented. The paper highlights the earliest techniques that were used to obtain cementitious materials with high strength and durability, including pressure mixing and heat curing. The paper also covers the work done on HPC and UHPC since the late 199s and summarizes the current state of the art. Numerous mixture proportions to attain target compressive strengths between 1 and 2 MPa are presented. Higher compressive strengths are achieved with denser mixtures (with practically achievable maximum particle packing densities, i.e., interparticle pores are minimized). In other words, particle packing density is a major attribute in the achievement of low porosity, flowability, durability, and reduced defects in concrete. Therefore, models, theories, and trial methods to achieve a higher packing density in concrete are presented.
publisherAmerican Society of Civil Engineers
titleAdvancements in Concrete Mix Designs: High-Performance and Ultrahigh-Performance Concretes from 1970 to 2016
typeJournal Paper
journal volume30
journal issue3
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0002144
page4017310
treeJournal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 003
contenttypeFulltext


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