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salt frost damage

For the specimens exposed to higher NaCl concentrations, the destructive salt crystallization pressure under freezing was the main contributor to the salt frost damage and was largely attributed to the reversible formation of Friedel's salt.

Meso-scale mechanical deterioration of mortar subjected to freeze thaw cycles and sodium chloride attack

salt frost damage

In this paper, using C30 and C50 concrete specimens commonly used in highway engineering, using water bath box, oven, cut-201 ultrasonic instrument and other instruments and equipment, on the basis of a large number of indoor tests, the mode and degree of concrete salt freezing damage under freeze-thaw cycle environment are studied in depth, including the influence of concrete quality loss rate, appearance, dynamic elastic modulus and strength The influence mode and degree of concrete salt frost damage are given, and the variation law of various performance parameters of concrete under salt freezing condition is analyzed, which provides the test basis for the proposal of relevant protection measures.

Experimental Study on Salt Freezing Damage of Cement Concrete by Chloride Deicing Agent

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10.1016/j.cemconcomp.2020.103906

For the specimens exposed to higher NaCl concentrations, the destructive salt crystallization pressure under freezing was the main contributor to the salt frost damage and was largely attributed to the reversible formation of Friedel's salt.

Meso-scale mechanical deterioration of mortar subjected to freeze thaw cycles and sodium chloride attack

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10.2478/ncr-2021-0001

Particle size distributions from salt frost testing peak for particles of 1-2 mm.

Shape and Size of Particles Scaled from Concrete Surfaces during Salt Frost Testing and Rapid Freeze/thaw in Water

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10.1088/1755-1315/719/2/022070

In this paper, using C30 and C50 concrete specimens commonly used in highway engineering, using water bath box, oven, cut-201 ultrasonic instrument and other instruments and equipment, on the basis of a large number of indoor tests, the mode and degree of concrete salt freezing damage under freeze-thaw cycle environment are studied in depth, including the influence of concrete quality loss rate, appearance, dynamic elastic modulus and strength The influence mode and degree of concrete salt frost damage are given, and the variation law of various performance parameters of concrete under salt freezing condition is analyzed, which provides the test basis for the proposal of relevant protection measures.

Experimental Study on Salt Freezing Damage of Cement Concrete by Chloride Deicing Agent

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10.1617/s11527-021-01779-7

Scaling of concrete due to salt frost attack is an important durability issue in moderate and cold climates.

Salt frost attack on concrete: the combined effect of cryogenic suction and chloride binding on ice formation

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10.1016/J.CEMCONCOMP.2018.11.021

Salt frost deterioration of concrete is an important durability problem to concern.

Meso-scale mechanical deterioration of mortar due to sodium chloride attack

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10.18702/acf.2019.06.30.56

The surface concrete has better de-icing salt frost resistance, when the surface air permeability coefficient is below 1×10m or the initial curing period is more than three weeks.

Effect of initial curing conditions on air permeability and de- icing salt scaling resistance of surface concrete

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10.1016/J.CEMCONRES.2019.02.013

The concrete mixtures were also exposed to salt frost scaling testing.

Frost resistance of concrete with high contents of fly ash - A study on how hollow fly ash particles distort the air void analysis

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10.1016/j.cscm.2019.e00287

Scaled mass of the top surface of the molded concrete due to salt frost is about 50% larger than that of the surface formed with the partitions.

Effects of surface states on salt-frost scaling resistance of cement concrete

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10.1016/J.CONBUILDMAT.2019.01.149

The results revealed that the molded surface showed the worst resistance to the salt frost action, followed by the molded side, and the sawed side was the best.

Freezing-thawing resistance evaluations of concrete pavements with deicing salts based on various surfaces and air void parameters

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Salt Frost - For the specimens exposed to higher NaCl concentrations, the destructive salt crystallization pressure under freezing was the main contributor to the salt frost damage and was largely attributed to the reversible formation of Friedel's salt. [1] Particle size distributions from salt frost testing peak for particles of 1-2 mm. [2] In this paper, using C30 and C50 concrete specimens commonly used in highway engineering, using water bath box, oven, cut-201 ultrasonic instrument and other instruments and equipment, on the basis of a large number of indoor tests, the mode and degree of concrete salt freezing damage under freeze-thaw cycle environment are studied in depth, including the influence of concrete quality loss rate, appearance, dynamic elastic modulus and strength The influence mode and degree of concrete salt frost damage are given, and the variation law of various performance parameters of concrete under salt freezing condition is analyzed, which provides the test basis for the proposal of relevant protection measures. [3] Scaling of concrete due to salt frost attack is an important durability issue in moderate and cold climates. [4] Salt frost deterioration of concrete is an important durability problem to concern. [5] The surface concrete has better de-icing salt frost resistance, when the surface air permeability coefficient is below 1×10m or the initial curing period is more than three weeks. [6] The concrete mixtures were also exposed to salt frost scaling testing. [7] Scaled mass of the top surface of the molded concrete due to salt frost is about 50% larger than that of the surface formed with the partitions. [8] The results revealed that the molded surface showed the worst resistance to the salt frost action, followed by the molded side, and the sawed side was the best. [9]

salt frost damage

For the specimens exposed to higher NaCl concentrations, the destructive salt crystallization pressure under freezing was the main contributor to the salt frost damage and was largely attributed to the reversible formation of Friedel's salt. [1] In this paper, using C30 and C50 concrete specimens commonly used in highway engineering, using water bath box, oven, cut-201 ultrasonic instrument and other instruments and equipment, on the basis of a large number of indoor tests, the mode and degree of concrete salt freezing damage under freeze-thaw cycle environment are studied in depth, including the influence of concrete quality loss rate, appearance, dynamic elastic modulus and strength The influence mode and degree of concrete salt frost damage are given, and the variation law of various performance parameters of concrete under salt freezing condition is analyzed, which provides the test basis for the proposal of relevant protection measures. [2]