Add to ORKGResearch on freeze-thaw resistance of concrete in general and on curing and moisture conditions in particular is motivated from an economic and product sustainability point of view. Specifically, it is argued for the importance of considering the effect of curing and test exposure conditions on the moisture uptake and performance during freeze-thaw. Due to the demonstrated importance of moisture conditions on performance, they should be related to those of field service conditions when choosing a test procedure in a particular case. This is vital for adequate testing of new and more sustainable concrete materials
Main purpose of this research is to create the new reference method of determining the freeze-thaw r...
This report summarizes several years of research relating to damage to concrete and aggregates under...
Deterioration of concrete from freeze-thaw actions may occur when concrete is critically saturated, ...
Research on freeze-thaw resistance of concrete in general and on curing and moisture conditions in p...
Research on freeze-thaw resistance of concrete in general and on curing and moisture conditions in p...
The aim of this work is to relate the curing conditions of concrete and the addition of an air-entra...
This work relates the curing conditions of concrete with the damage caused by rapid freeze-thaw cycl...
Some experiments have been performed to investigate the cyclic freeze-thaw deterioration of concrete...
This Chapter provides a detailed better understanding of the freeze/thaw effect on concrete, it is d...
Some experiments have been performed to investigate the cyclic freeze-thaw deterioration of concrete...
Main purpose of this research is to create the new reference method of determining the freeze-thaw r...
Main purpose of this research is to create the new reference method of determining the freeze-thaw r...
Concrete subjected to freeze–thaw cycles action at early-age will suffer serious physical damage, re...
This report summarizes several years of research relating to damage to concrete and aggregates under...
Prepared as part of an investigation conducted by the Engineering Experiment Station, University of ...
Main purpose of this research is to create the new reference method of determining the freeze-thaw r...
This report summarizes several years of research relating to damage to concrete and aggregates under...
Deterioration of concrete from freeze-thaw actions may occur when concrete is critically saturated, ...
Research on freeze-thaw resistance of concrete in general and on curing and moisture conditions in p...
Research on freeze-thaw resistance of concrete in general and on curing and moisture conditions in p...
The aim of this work is to relate the curing conditions of concrete and the addition of an air-entra...
This work relates the curing conditions of concrete with the damage caused by rapid freeze-thaw cycl...
Some experiments have been performed to investigate the cyclic freeze-thaw deterioration of concrete...
This Chapter provides a detailed better understanding of the freeze/thaw effect on concrete, it is d...
Some experiments have been performed to investigate the cyclic freeze-thaw deterioration of concrete...
Main purpose of this research is to create the new reference method of determining the freeze-thaw r...
Main purpose of this research is to create the new reference method of determining the freeze-thaw r...
Concrete subjected to freeze–thaw cycles action at early-age will suffer serious physical damage, re...
This report summarizes several years of research relating to damage to concrete and aggregates under...
Prepared as part of an investigation conducted by the Engineering Experiment Station, University of ...
Main purpose of this research is to create the new reference method of determining the freeze-thaw r...
This report summarizes several years of research relating to damage to concrete and aggregates under...
Deterioration of concrete from freeze-thaw actions may occur when concrete is critically saturated, ...