Rate of carbonation in cement modified base course material

In the absence of a carbonation model for soil cement, this research aims to assess the compatibility and applicability of an analytical model initially developed for concrete. Carbonation can be observed in any pavement layer which includes cement or lime. For instance, carbonation damages the ceme...

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Main Authors: Gholilou, Reza, Papadakis, V., Nikraz, Hamid
Format: Journal Article
Published: Elsevier BV 2017
Online Access:http://hdl.handle.net/20.500.11937/54711
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author Gholilou, Reza
Papadakis, V.
Nikraz, Hamid
author_facet Gholilou, Reza
Papadakis, V.
Nikraz, Hamid
author_sort Gholilou, Reza
building Curtin Institutional Repository
collection Online Access
description In the absence of a carbonation model for soil cement, this research aims to assess the compatibility and applicability of an analytical model initially developed for concrete. Carbonation can be observed in any pavement layer which includes cement or lime. For instance, carbonation damages the cement-modified crushed rocks as a typical material for base course layer due to poor curing of material or cracking of asphalt. Experimental laboratory tests are utilised here in accelerated carbonation conditions to evaluate the analytical model. Cylindrical specimens are subjected to one-dimensional carbonation condition. Weight and ratio of constituents of mixes, as well as environmental factors, such as CO2 concentration and relative humidity are recorded for analytical estimation of failure progresses. Nanosilica is also introduced in mixes to explore its effects during carbonation reactions. Results show linear correlations between experimental records and analytical model calculations. Thus, it can be concluded that carbonation rate can be predicted in soil cement also. In addition, the inclusion of nanosilica has a positive influences by slowing of the carbonation progress.
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institution Curtin University Malaysia
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publishDate 2017
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spelling curtin-20.500.11937-547112019-09-06T02:30:05Z Rate of carbonation in cement modified base course material Gholilou, Reza Papadakis, V. Nikraz, Hamid In the absence of a carbonation model for soil cement, this research aims to assess the compatibility and applicability of an analytical model initially developed for concrete. Carbonation can be observed in any pavement layer which includes cement or lime. For instance, carbonation damages the cement-modified crushed rocks as a typical material for base course layer due to poor curing of material or cracking of asphalt. Experimental laboratory tests are utilised here in accelerated carbonation conditions to evaluate the analytical model. Cylindrical specimens are subjected to one-dimensional carbonation condition. Weight and ratio of constituents of mixes, as well as environmental factors, such as CO2 concentration and relative humidity are recorded for analytical estimation of failure progresses. Nanosilica is also introduced in mixes to explore its effects during carbonation reactions. Results show linear correlations between experimental records and analytical model calculations. Thus, it can be concluded that carbonation rate can be predicted in soil cement also. In addition, the inclusion of nanosilica has a positive influences by slowing of the carbonation progress. 2017 Journal Article http://hdl.handle.net/20.500.11937/54711 10.1016/j.conbuildmat.2017.05.226 Elsevier BV restricted
spellingShingle Gholilou, Reza
Papadakis, V.
Nikraz, Hamid
Rate of carbonation in cement modified base course material
title Rate of carbonation in cement modified base course material
title_full Rate of carbonation in cement modified base course material
title_fullStr Rate of carbonation in cement modified base course material
title_full_unstemmed Rate of carbonation in cement modified base course material
title_short Rate of carbonation in cement modified base course material
title_sort rate of carbonation in cement modified base course material
url http://hdl.handle.net/20.500.11937/54711