This study evaluates the expansivity of fine recycled aggregates mortars depending on the type of Portland cement, the consistency and the equivalent of acid soluble sulphates (SO3) content. For that, an experimental campaign divided in two phases was performed. In the first phase, the cement pastes were produced and tested by means of X-rays diffractions in order to analyze the hydrated compounds formed over time. In the second phase mortars samples were cast in order to assess the physical and mechanical properties as well as the expansion over time. The results showed that incorporation of gypsum contaminated fine recycled aggregates with SO3 contents up to 2.9% by weight does not compromise the durability in mortars, regardless of the c...
Globally, half of all generated waste is produced by the building sector. The finer fraction of this...
There is an increasing demand to ultra-high strength cement-based materials in the Middle East despi...
peer reviewedFine recycled aggregates (FRA) (0/4 mm) are up to now not valorized on a high enough le...
Recycled fine concrete aggregates (RFA) are not enough used in the construction sector, mainly becau...
In the Middle East region, interior walls of buildings are mostly plastered with gypsum. Thus, the d...
AbstractIn order to evaluate the risk of the source and quantity of cement SO3 on the expansion prop...
International audienceIn order to evaluate the risk of the source and quantity of cement SO3 on the ...
Fly ash-slag based Geopolymer Cement (GPC) is presenting mechanical properties and environmental adv...
International audienceThis experimental work studies the durability of mortars made with Portland ce...
WOS: 000389695800008In this study, the effects of recycled glass (RG) and recycled concrete (RC) fin...
The main aim of this study has been to determine the influence of total water to cement ratio, recyc...
Sulfate attack is a deteriorating process for concrete, where the formation of expansive minerals su...
This paper deals with the study of a process that allows the use of waste sulphates from drywalls an...
The study is devoted to the modification of 42.5 class ordinary Portland cement with a 10% special e...
In this study, the influence of fine recycled concrete aggregates as replacement for sand in mortar ...
Globally, half of all generated waste is produced by the building sector. The finer fraction of this...
There is an increasing demand to ultra-high strength cement-based materials in the Middle East despi...
peer reviewedFine recycled aggregates (FRA) (0/4 mm) are up to now not valorized on a high enough le...
Recycled fine concrete aggregates (RFA) are not enough used in the construction sector, mainly becau...
In the Middle East region, interior walls of buildings are mostly plastered with gypsum. Thus, the d...
AbstractIn order to evaluate the risk of the source and quantity of cement SO3 on the expansion prop...
International audienceIn order to evaluate the risk of the source and quantity of cement SO3 on the ...
Fly ash-slag based Geopolymer Cement (GPC) is presenting mechanical properties and environmental adv...
International audienceThis experimental work studies the durability of mortars made with Portland ce...
WOS: 000389695800008In this study, the effects of recycled glass (RG) and recycled concrete (RC) fin...
The main aim of this study has been to determine the influence of total water to cement ratio, recyc...
Sulfate attack is a deteriorating process for concrete, where the formation of expansive minerals su...
This paper deals with the study of a process that allows the use of waste sulphates from drywalls an...
The study is devoted to the modification of 42.5 class ordinary Portland cement with a 10% special e...
In this study, the influence of fine recycled concrete aggregates as replacement for sand in mortar ...
Globally, half of all generated waste is produced by the building sector. The finer fraction of this...
There is an increasing demand to ultra-high strength cement-based materials in the Middle East despi...
peer reviewedFine recycled aggregates (FRA) (0/4 mm) are up to now not valorized on a high enough le...