Estimating Compressive Strength of Concrete Containing Untreated Coal Waste Aggregates Using Ultrasonic Pulse Velocity

In recent years, the overuse and exploitation of coal resources as fuel in industry has caused many environmental problems as well as changes in the ecosystem. One way to address this issue is to recycle these materials as an alternative to aggregates in concrete. Recently, non-destructive tests hav...

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Main Authors: Mahmood Karimaei, Farshad Dabbaghi, Mehdi Dehestani, Maria Rashidi
Format: Article
Language:English
Published: MDPI AG 2021-01-01
Series:Materials
Subjects:
Online Access:https://www.mdpi.com/1996-1944/14/3/647
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author Mahmood Karimaei
Farshad Dabbaghi
Mehdi Dehestani
Maria Rashidi
author_facet Mahmood Karimaei
Farshad Dabbaghi
Mehdi Dehestani
Maria Rashidi
author_sort Mahmood Karimaei
collection DOAJ
description In recent years, the overuse and exploitation of coal resources as fuel in industry has caused many environmental problems as well as changes in the ecosystem. One way to address this issue is to recycle these materials as an alternative to aggregates in concrete. Recently, non-destructive tests have also been considered by the researchers in this field. As there is limited work on the evaluation of the compressive strength of concrete containing coal waste using non-destructive tests, the current study aims to estimate the compressive strength of concrete containing untreated coal waste aggregates using the ultrasonic pulse velocity (UPV) technique as a non-destructive testing approach. For this purpose, various concrete parameters such as the compressive strength and UPV were investigated at different ages of concrete with different volume replacements of coarse and fine aggregates with coal waste. The test results indicate that 5% volume replacement of natural aggregates with untreated coal waste improves the average compressive strength and UPV of the concrete mixes by 6 and 1.2%, respectively. However, these parameters are significantly reduced by increasing the coal waste replacement level up to 25%. Furthermore, a general exponential relationship was established between the compressive strength and the UPV associated with the entire tested concrete specimens with different volume replacement levels of coal waste at different ages. The proposed relationship demonstrates a good correlation with the experimental results.
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spelling doaj.art-923e07e92cf54e42a567ee4f931f158f2023-12-03T11:48:38ZengMDPI AGMaterials1996-19442021-01-0114364710.3390/ma14030647Estimating Compressive Strength of Concrete Containing Untreated Coal Waste Aggregates Using Ultrasonic Pulse VelocityMahmood Karimaei0Farshad Dabbaghi1Mehdi Dehestani2Maria Rashidi3Faculty of Civil Engineering, Babol Noshirvani University of Technology, Babol 47148-71167, IranFaculty of Civil Engineering, Babol Noshirvani University of Technology, Babol 47148-71167, IranFaculty of Civil Engineering, Babol Noshirvani University of Technology, Babol 47148-71167, IranCentre for Infrastructure Engineering, Western Sydney University, Penrith, NSW 2751, AustraliaIn recent years, the overuse and exploitation of coal resources as fuel in industry has caused many environmental problems as well as changes in the ecosystem. One way to address this issue is to recycle these materials as an alternative to aggregates in concrete. Recently, non-destructive tests have also been considered by the researchers in this field. As there is limited work on the evaluation of the compressive strength of concrete containing coal waste using non-destructive tests, the current study aims to estimate the compressive strength of concrete containing untreated coal waste aggregates using the ultrasonic pulse velocity (UPV) technique as a non-destructive testing approach. For this purpose, various concrete parameters such as the compressive strength and UPV were investigated at different ages of concrete with different volume replacements of coarse and fine aggregates with coal waste. The test results indicate that 5% volume replacement of natural aggregates with untreated coal waste improves the average compressive strength and UPV of the concrete mixes by 6 and 1.2%, respectively. However, these parameters are significantly reduced by increasing the coal waste replacement level up to 25%. Furthermore, a general exponential relationship was established between the compressive strength and the UPV associated with the entire tested concrete specimens with different volume replacement levels of coal waste at different ages. The proposed relationship demonstrates a good correlation with the experimental results.https://www.mdpi.com/1996-1944/14/3/647concreteuntreated coal wastefine recycled aggregatescoarse recycled aggregatesrecyclingultrasonic pulse velocity (UPV)
spellingShingle Mahmood Karimaei
Farshad Dabbaghi
Mehdi Dehestani
Maria Rashidi
Estimating Compressive Strength of Concrete Containing Untreated Coal Waste Aggregates Using Ultrasonic Pulse Velocity
Materials
concrete
untreated coal waste
fine recycled aggregates
coarse recycled aggregates
recycling
ultrasonic pulse velocity (UPV)
title Estimating Compressive Strength of Concrete Containing Untreated Coal Waste Aggregates Using Ultrasonic Pulse Velocity
title_full Estimating Compressive Strength of Concrete Containing Untreated Coal Waste Aggregates Using Ultrasonic Pulse Velocity
title_fullStr Estimating Compressive Strength of Concrete Containing Untreated Coal Waste Aggregates Using Ultrasonic Pulse Velocity
title_full_unstemmed Estimating Compressive Strength of Concrete Containing Untreated Coal Waste Aggregates Using Ultrasonic Pulse Velocity
title_short Estimating Compressive Strength of Concrete Containing Untreated Coal Waste Aggregates Using Ultrasonic Pulse Velocity
title_sort estimating compressive strength of concrete containing untreated coal waste aggregates using ultrasonic pulse velocity
topic concrete
untreated coal waste
fine recycled aggregates
coarse recycled aggregates
recycling
ultrasonic pulse velocity (UPV)
url https://www.mdpi.com/1996-1944/14/3/647
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AT farshaddabbaghi estimatingcompressivestrengthofconcretecontaininguntreatedcoalwasteaggregatesusingultrasonicpulsevelocity
AT mehdidehestani estimatingcompressivestrengthofconcretecontaininguntreatedcoalwasteaggregatesusingultrasonicpulsevelocity
AT mariarashidi estimatingcompressivestrengthofconcretecontaininguntreatedcoalwasteaggregatesusingultrasonicpulsevelocity