Experimentation and Predictive Models for Properties of Concrete Added with Active and Inactive SiO2 Fillers

Cement is one of the main constituents of concrete material and it is one of the main sources of carbon dioxide emissions in the environment. Fillers within a range of 5–7% from different sources can be used as a replacement of cement without compromising the properties of concrete or even...

Full description

Bibliographic Details
Main Authors: Wasim Abbass, Mohammad Iqbal Khan, Shehab Mourad
Format: Article
Language:English
Published: MDPI AG 2019-01-01
Series:Materials
Subjects:
Online Access:http://www.mdpi.com/1996-1944/12/2/299
id doaj-b9385b2d635746d9b7a3c4da7fc9dc92
record_format Article
spelling doaj-b9385b2d635746d9b7a3c4da7fc9dc922020-11-25T00:14:43ZengMDPI AGMaterials1996-19442019-01-0112229910.3390/ma12020299ma12020299Experimentation and Predictive Models for Properties of Concrete Added with Active and Inactive SiO2 FillersWasim Abbass0Mohammad Iqbal Khan1Shehab Mourad2Department of Civil Engineering, King Saud University, Riyadh 800-11421, Saudi ArabiaDepartment of Civil Engineering, King Saud University, Riyadh 800-11421, Saudi ArabiaDepartment of Civil Engineering, King Saud University, Riyadh 800-11421, Saudi ArabiaCement is one of the main constituents of concrete material and it is one of the main sources of carbon dioxide emissions in the environment. Fillers within a range of 5–7% from different sources can be used as a replacement of cement without compromising the properties of concrete or even tailoring for required property. This paper investigates the influence of inactive silica filler and silica fume on the mechanical- and durability-related properties of concrete with different strengths. The investigated mechanical properties focused on compressive strength at different ages up to 400 days, while the durability-related properties focused on porosity and rapid chloride ion penetrability (RCPT). Two types of ultrafines, namely quartz ultrafine and silica fume, were used. Concrete mixtures with four different water/binder ratios (0.25, 0.30, 0.35, 0.40) were prepared for various dosages of quartz ultrafine (0%, 5%, 8%, 10%, 15%, 25%, and 35%) and different dosages of silica fume (0%, 8%, 10%, and 12%). The results revealed that the compressive strength and durability related properties of concrete with different dosages of ultrafines and silica fume were significantly affected; however, there was a negative impact of ultrafine filler on the compressive strength after replacement of more than 8% of ultrafines. The strength relationships for the concrete with different water-to-cement ratio were assessed and certain modifications were proposed for ultrafines and silica fume. Predictive models were proposed for predicting the compressive strength of concrete in terms of RCPT and porosity for different levels of replacements of ultrafines and silica fume.http://www.mdpi.com/1996-1944/12/2/299ultrafinessilica fumemechanical propertieschloride ion penetrabilitypredictive models
collection DOAJ
language English
format Article
sources DOAJ
author Wasim Abbass
Mohammad Iqbal Khan
Shehab Mourad
spellingShingle Wasim Abbass
Mohammad Iqbal Khan
Shehab Mourad
Experimentation and Predictive Models for Properties of Concrete Added with Active and Inactive SiO2 Fillers
Materials
ultrafines
silica fume
mechanical properties
chloride ion penetrability
predictive models
author_facet Wasim Abbass
Mohammad Iqbal Khan
Shehab Mourad
author_sort Wasim Abbass
title Experimentation and Predictive Models for Properties of Concrete Added with Active and Inactive SiO2 Fillers
title_short Experimentation and Predictive Models for Properties of Concrete Added with Active and Inactive SiO2 Fillers
title_full Experimentation and Predictive Models for Properties of Concrete Added with Active and Inactive SiO2 Fillers
title_fullStr Experimentation and Predictive Models for Properties of Concrete Added with Active and Inactive SiO2 Fillers
title_full_unstemmed Experimentation and Predictive Models for Properties of Concrete Added with Active and Inactive SiO2 Fillers
title_sort experimentation and predictive models for properties of concrete added with active and inactive sio2 fillers
publisher MDPI AG
series Materials
issn 1996-1944
publishDate 2019-01-01
description Cement is one of the main constituents of concrete material and it is one of the main sources of carbon dioxide emissions in the environment. Fillers within a range of 5–7% from different sources can be used as a replacement of cement without compromising the properties of concrete or even tailoring for required property. This paper investigates the influence of inactive silica filler and silica fume on the mechanical- and durability-related properties of concrete with different strengths. The investigated mechanical properties focused on compressive strength at different ages up to 400 days, while the durability-related properties focused on porosity and rapid chloride ion penetrability (RCPT). Two types of ultrafines, namely quartz ultrafine and silica fume, were used. Concrete mixtures with four different water/binder ratios (0.25, 0.30, 0.35, 0.40) were prepared for various dosages of quartz ultrafine (0%, 5%, 8%, 10%, 15%, 25%, and 35%) and different dosages of silica fume (0%, 8%, 10%, and 12%). The results revealed that the compressive strength and durability related properties of concrete with different dosages of ultrafines and silica fume were significantly affected; however, there was a negative impact of ultrafine filler on the compressive strength after replacement of more than 8% of ultrafines. The strength relationships for the concrete with different water-to-cement ratio were assessed and certain modifications were proposed for ultrafines and silica fume. Predictive models were proposed for predicting the compressive strength of concrete in terms of RCPT and porosity for different levels of replacements of ultrafines and silica fume.
topic ultrafines
silica fume
mechanical properties
chloride ion penetrability
predictive models
url http://www.mdpi.com/1996-1944/12/2/299
work_keys_str_mv AT wasimabbass experimentationandpredictivemodelsforpropertiesofconcreteaddedwithactiveandinactivesio2fillers
AT mohammadiqbalkhan experimentationandpredictivemodelsforpropertiesofconcreteaddedwithactiveandinactivesio2fillers
AT shehabmourad experimentationandpredictivemodelsforpropertiesofconcreteaddedwithactiveandinactivesio2fillers
_version_ 1725388927935709184