This study represents a part of an extensive experimental program devoted to study the properties of different Lime-Pozzolan systems as a sustainable binder to replace Portland cement in concrete. These systems were Lime-Silica fume, Lime-Silica fume-Fly ash and Lime-Metakaolin. Four powder samples for X-ray diffraction, XRD, analysis was prepared from the studied systems. These samples were chosen to monitor the effect of curing age on the hydration process and to study the difference in hydration products when using different binder systems. According to the defined minerals by XRD analysis, the hydration products of all investigated Lime-Pozzolan mixtures are closely similar to those of Portland cements. The current XRD analyses have bee...
Metakaolin (MK) is an aluminosilicate pozzolan material and can contribute to property development o...
The industrial area produces lots of solid waste materials with CO2 emission. One of the most effect...
The compressive strength of complex binders containing two or three blended mineral admixtures in te...
This study represents a part of an extensive experimental program devoted to study the properties of...
This study aimed to evaluate the properties of concrete mixes produced mainly of hydrated lime and d...
The addition of supplementary cementitious materials (SCMs) to Portland cement is considered to be o...
This paper presents a preliminary study on the properties of lime-pozzolan based cement and the effe...
Available ahead of print 2017.The use of mineral additions is a common practice in the production of...
International audienceThere is a need to find alternatives to the extraction of non-renewable minera...
Knowledge of the degree of hydration of cement pastes is critical for determining properties such as...
Existing methods to quantify the degree of hydration of cementitious materials, such as selective di...
In today’s cement and concrete research, mineralogical quantification of (un)hydrated cement samples...
AbstractThis study is planned to investigate the properties of Portland cement mixtures containing s...
A comparison was made between the early-age hydration of cements blended with micronized zeolitite a...
The replacement of Portland cement (PC) with either supplementary cementitious material (SCM) or fil...
Metakaolin (MK) is an aluminosilicate pozzolan material and can contribute to property development o...
The industrial area produces lots of solid waste materials with CO2 emission. One of the most effect...
The compressive strength of complex binders containing two or three blended mineral admixtures in te...
This study represents a part of an extensive experimental program devoted to study the properties of...
This study aimed to evaluate the properties of concrete mixes produced mainly of hydrated lime and d...
The addition of supplementary cementitious materials (SCMs) to Portland cement is considered to be o...
This paper presents a preliminary study on the properties of lime-pozzolan based cement and the effe...
Available ahead of print 2017.The use of mineral additions is a common practice in the production of...
International audienceThere is a need to find alternatives to the extraction of non-renewable minera...
Knowledge of the degree of hydration of cement pastes is critical for determining properties such as...
Existing methods to quantify the degree of hydration of cementitious materials, such as selective di...
In today’s cement and concrete research, mineralogical quantification of (un)hydrated cement samples...
AbstractThis study is planned to investigate the properties of Portland cement mixtures containing s...
A comparison was made between the early-age hydration of cements blended with micronized zeolitite a...
The replacement of Portland cement (PC) with either supplementary cementitious material (SCM) or fil...
Metakaolin (MK) is an aluminosilicate pozzolan material and can contribute to property development o...
The industrial area produces lots of solid waste materials with CO2 emission. One of the most effect...
The compressive strength of complex binders containing two or three blended mineral admixtures in te...