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The behavior of cementitious materials under severe loading is of major importance for the security protection of concrete structures.
The freezing behavior of cementitious materials is investigated in this paper through poromechanical approach after the Biot Coussy theory.
The latter, which relate to variations in the water content and its distribution in the material, have an important influence on the global behavior of cementitious materials.
Part 1 of the paper presents a new mathematical model of hydro-chemo-mechanical behavior of cementitious materials exposed to contact with the deionized water.
Toward the development of a constitutive model for describing high strain-rate behavior of cementitious materials, this study couples multiscale quantitative characterization of mortars with micromechanics modeling, validated against dynamic experiments.
Thixotropic behavior of cementitious materials is attracting much attention due to its important applications in concrete practice, such as formwork pressure, multi-lift casting, slip form paving, pumping and segregation.
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The self-restraint thermal stress caused by mismatch in thermal and mechanical behaviors of cementitious material and coarse aggregates could be a factor associated with early-age cracking in massive concrete structures, which might be even complicated when considering the mesostructure of concrete.
This paper examines the effect of superabsorbent polymers (SAPs) with varied sizes and absorption behaviors on the mechanical strength, hydration and transport characteristics of cementitious materials.
In Australia, the cement industry produces more than 10m tonnes of cementitious materials every year, releasing around 7.2m tonnes of greenhouse gas emissions into the atmosphere.
For this purpose, the water to cementitious material ratio and the amount of cementitious materials were changed.
Enhancing the cracking resistance of cementitious materials is the objective of a broad ongoing research programme.
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