Effect of Coarse Aggregate Size Variation on Compressive
2021.9.12 Aggregation Effect of Coarse Aggregate Size Variation on Compressive Strength of Concrete along the Length of Seti River Authors: Sagar Chhetri Tribhuvan
MoreVariation in Concrete Performance Due to Aggregates
This chapter discusses variability in concrete performance due to variation of aggregate from a single source.Aggregate typically occupies about 75% of the. ... its large
MoreVariation in Concrete Performance Due to Aggregates
DOI: 10.1201/b17098-7 Corpus ID: 183991607; Variation in Concrete Performance Due to Aggregates @inproceedings{Obla2014VariationIC, title={Variation in Concrete
MoreStandard deviation and coefficient of variation for
An experimental program was carried out in order to investigate mechanical properties of concrete containing Electric Arc Furnace slag produced in Mobarakeh Steel co. and recycled concrete...
MoreInfluence of aggregate type and size on properties of
2015.3.1 Steel slag from Croatian landfills has already been proven to be a good substitute for natural aggregate in regular concrete mixtures [16], [17], [18]; therefore,
MoreThe Effect of Aggregate Shape on the Properties of Concretes with ...
2020.6.19 1.1. Aggregate Shape. Ueno, A. investigated [] the influence of the particle shape of coarse aggregates on two optimal fine to total aggregate ratio values based on
MoreEffect of types of aggregate and sand-to-aggregate
2016.10.30 Variation of UPV in concrete with types of aggregates and s/a. • Four different types of aggregate were investigated. • s/a ratios were 0.36, 0.40, and 0.44. •
MoreImproving the physical and mechanical properties of recycled
2023.3.22 Increasing construction aggregate demand and demolition waste have led researchers to recycle concrete waste and produce recycled concrete aggregates
MoreImpact of aggregate type and size and mineral
2020.12.30 Higher compressive strength and permeability are obtained in pervious concrete with dolerite aggregate compared to pervious concrete with granite
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