International audienceThis article presents an experimental comparative study of the early-age behavior of binary and ternary cementitious matrices, combining Portland cement (PC), ground granulated blast furnace slag (BFS) and limestone filler (LF). The objective of this work was to quantify the influence of the composition of various blended binders on their physico-chemical evolution and early-age autogenous cracking risk. For this purpose, measurements of the rate of reactions, chemical shrinkage, autogenous shrinkage in free and restrained conditions and mechanical performances were performed on 12 binders prepared with the same water-to-cementitious materials ratio (w/cm = 0.32) and various dosages of PC, BFS and LF. The result analys...
Calcium sulfoaluminate (CSA) cement can be used as an alternative binder in concrete, partially or f...
Ground granulated blast furnace slag (GGBS) is an important supplementary cementitious material (SCM...
Early age shrinkage behaviour is an important factor in determining durability properties of cementi...
International audienceThis article presents an experimental comparative study of the early-age behav...
International audienceThis article presents a study on the influence of limestone filler and granula...
International audienceGround granulated blast furnace slag (GGBFS) is a by-product of steel manufact...
International audienceThis paper presents a contribution to the modeling of the chemical shrinkage o...
This research aims to study the physico-chemical phenomena occurring during hydration process of bin...
Shrinkages of cementitious materialsmay lead to cracking under restrained conditions. This study was...
High-performance cement-based materials, characterized by a low water-tocement (...
High-performance cement-based materials, characterized by a low water-tocement (W/C) ratio and a hi...
Abstract. High-performance cement-based materials, characterized by a low water-to-cement (W/C) rati...
The increased use of high-performance, low water-to-cement (w/c) ratio concretes has led to increase...
This article reports the characteristics of blast furnace slag (BFS) pastes activated with hydrated ...
Activated slag cement (ASC) shows significantly higher shrinkage than ordinary Portland cement agglo...
Calcium sulfoaluminate (CSA) cement can be used as an alternative binder in concrete, partially or f...
Ground granulated blast furnace slag (GGBS) is an important supplementary cementitious material (SCM...
Early age shrinkage behaviour is an important factor in determining durability properties of cementi...
International audienceThis article presents an experimental comparative study of the early-age behav...
International audienceThis article presents a study on the influence of limestone filler and granula...
International audienceGround granulated blast furnace slag (GGBFS) is a by-product of steel manufact...
International audienceThis paper presents a contribution to the modeling of the chemical shrinkage o...
This research aims to study the physico-chemical phenomena occurring during hydration process of bin...
Shrinkages of cementitious materialsmay lead to cracking under restrained conditions. This study was...
High-performance cement-based materials, characterized by a low water-tocement (...
High-performance cement-based materials, characterized by a low water-tocement (W/C) ratio and a hi...
Abstract. High-performance cement-based materials, characterized by a low water-to-cement (W/C) rati...
The increased use of high-performance, low water-to-cement (w/c) ratio concretes has led to increase...
This article reports the characteristics of blast furnace slag (BFS) pastes activated with hydrated ...
Activated slag cement (ASC) shows significantly higher shrinkage than ordinary Portland cement agglo...
Calcium sulfoaluminate (CSA) cement can be used as an alternative binder in concrete, partially or f...
Ground granulated blast furnace slag (GGBS) is an important supplementary cementitious material (SCM...
Early age shrinkage behaviour is an important factor in determining durability properties of cementi...