A hypothesis on the mechanism of ''salt-scaling'' of porous building materials is described. The hypothesis is based on theories on frost heaving in soils and observations made on micro ice-lens growth in cement paste specimens. The main principle is that ice crystals close to the surface are able to feed from the remaining liquid phase of the outer salt solution after freezing has begun. Though the text mainly deals with cement based materials, the mechanism described should be valid for any brittle, porous material. A simplified calculation in the form of a traditional calculation of depth of ice-lens growth shows that the hypothesis predicts reasonable values. The correct calculation is only briefly described. Results from a first pre-se...
Blast furnace slag cement concrete is used extensively in a number of countries. In comparison with ...
International audienceThe main purpose of the present study is to investigate the role of the materi...
Salt ions may penetrate into building materials due to diffusive and convective transport processes ...
A hypothesis on the mechanism of "salt-scaling" of porous building materials based on theories for f...
A hypothesis regarding the mechanism causing salt frost scaling on Portland cement-bound materials i...
To achieve the important goal of clinker reduction for concretes in cold and temperate climates, it ...
Frost salt scaling of concrete is related to cyclic freezing and melting of a few millimeter thick d...
The reduction of the cement clinker content is an important prerequisite for the improvement of the ...
We simulate the glue-spall stress due to mechanical interactions between a frozen saline solution (b...
Scaling of concrete due to salt frost attack is an important durability issue in moderate and cold c...
Freezing of water can be explained by the thermodynamic properties of the water due to the influence...
A remarkable variety of organisms and wet materials are able to endure temperatures far below the fr...
This text contains an overview of the field of frost and salt-frost resistance of concrete. It consi...
It is shown that the inability of water contained in pores to crystallize in situ leads to gradual a...
International audienceThe deformation and the fracture of porous solids from internal crystallizatio...
Blast furnace slag cement concrete is used extensively in a number of countries. In comparison with ...
International audienceThe main purpose of the present study is to investigate the role of the materi...
Salt ions may penetrate into building materials due to diffusive and convective transport processes ...
A hypothesis on the mechanism of "salt-scaling" of porous building materials based on theories for f...
A hypothesis regarding the mechanism causing salt frost scaling on Portland cement-bound materials i...
To achieve the important goal of clinker reduction for concretes in cold and temperate climates, it ...
Frost salt scaling of concrete is related to cyclic freezing and melting of a few millimeter thick d...
The reduction of the cement clinker content is an important prerequisite for the improvement of the ...
We simulate the glue-spall stress due to mechanical interactions between a frozen saline solution (b...
Scaling of concrete due to salt frost attack is an important durability issue in moderate and cold c...
Freezing of water can be explained by the thermodynamic properties of the water due to the influence...
A remarkable variety of organisms and wet materials are able to endure temperatures far below the fr...
This text contains an overview of the field of frost and salt-frost resistance of concrete. It consi...
It is shown that the inability of water contained in pores to crystallize in situ leads to gradual a...
International audienceThe deformation and the fracture of porous solids from internal crystallizatio...
Blast furnace slag cement concrete is used extensively in a number of countries. In comparison with ...
International audienceThe main purpose of the present study is to investigate the role of the materi...
Salt ions may penetrate into building materials due to diffusive and convective transport processes ...