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Open AccessJournal ArticleDOI

Compressive strength prediction of Portland cement concrete with age using a new model

Metwally Abd Allah Abd Elaty
- 01 Aug 2014 - 
- Vol. 10, Iss: 2, pp 145-155
TLDR
In this paper, a model for predicting the compressive strength of concrete mixes at any age with the help of two constants ( A ) and ( B ) that are considered as a characteristic property for a concrete mix.
About
This article is published in HBRC Journal.The article was published on 2014-08-01 and is currently open access. It has received 104 citations till now. The article focuses on the topics: Compressive strength & Silica fume.

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Journal ArticleDOI

Mix design development of fly ash and ground granulated blast furnace slag based geopolymer concrete

TL;DR: In this paper, a rational mix design methodology to produce fly ash and ground granulated blast furnace slag (GGBS) based geopolymer concrete under ambient temperature curing condition is presented.
Journal ArticleDOI

ANN prediction of cement mortar compressive strength, influence of cement strength class

TL;DR: In this article, an artificial neural network (ANN) study is presented to predict the compressive strength (Fc) of mortar mixtures containing different cement strength classes of CME 32.5, 42.5 and 52.5 MPa.
Journal ArticleDOI

Mechanical properties of concrete containing 100% treated coarse recycled concrete aggregate

TL;DR: In this paper, an environmental friendly method for enhancing mechanical properties of recycled aggregate concrete (RAC) is proposed by using sodium silicate and silica fume, which can improve compressive strength up to 33-50%, splitting tensile strength 33-41%, and elastic modulus 15.5-42.5%.
Journal ArticleDOI

Factors affecting bond development between Ultra High Performance Concrete (UHPC) and steel bar reinforcement

TL;DR: In this paper, a series of bar pull out tests was performed in order to characterize the bond strength of a non-proprietary UHPC blend, and the tests were conducted using plain and epoxy-coated grade 60-bars with nominal diameters of 13mm, 16mm, and 19mm.
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Microstructural characteristics, porosity and strength development in ceramic-laterized concrete

TL;DR: In this article, the authors explored the relationship between morphological changes, porosity, phase change, compressive, and split tensile strength development in a ceramic-laterized concrete, and selected samples with higher 28 day crushing strength, and the reference mix, were further characterized with more advanced analysis techniques, using the mercury intrusion porosimetry (MIP), thermogravimetric analysis (TGA), X-ray Diffractometer, and SEM (backscatter electron mode-for assessment of the interfacial transition properties between aggregates and paste).
References
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Book

Lea's chemistry of cement and concrete

P. C. Hewlett, +1 more
TL;DR: The history of calcareous cements and Portland cements can be found in this paper, where the structure and cementing qualities of cement compounds the constitution of Portland cement, the burning of Portland Cement, the hydration of PortlandCement, resistance of concrete to natural destructive agencies physical and mechanical properties of Portland cement pozzolanas and pozzolanic cements cements made from blast furnace slag high alumina cement some special cements, and cement properties cement admixtures concrete aggregates.
Book

Concrete Technology: Theory and Practice

M. S. Shetty
TL;DR: Concrete technology theory and practice as mentioned in this paper, Concrete technology and practice, concrete technology theory, and practice in concrete technology, and its application in the field of artificial intelligence, has been studied.
Journal ArticleDOI

Relative strength, pozzolanic activity and cement hydration in superplasticised metakaolin concrete

TL;DR: In this paper, the role of metakaolin (MK) in enhancing the strength of concrete is reviewed and principal mechanisms identified, and the observed results establish that there is an optimum OPC replacement level of 20 wt% MK and that the contribution which MK makes to strength is restricted beyond 14 days.
Journal ArticleDOI

The effects of lime solution on the properties of SiO2 nanoparticles binary blended concrete

TL;DR: In this article, the effects of SiO2 nanoparticles on both mechanical properties (compressive, split tensile and flexural strength) and physical properties (water permeability, workability and setting time) of binary blended concrete have been investigated.
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