TEST RESEARCH ON THE FREEZING-THAWING RESISTANCE PERFORMANCE OF HIGH-STRENGTH CONCRETE WITH SINGLE ADMIXTURE AND DOUBLE ADMIXTURES

Li Yan; LüHenglin; Yin Huiguang; Zhang Lianying; Li Bing; Liu Ruixue

doi:10.13204/j.gyjz201502001

Volume 45 Issue 2

Apr. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(2): 1-4

Li Yongjing, Zhang Jing, Zhang Xu. THE VIBRATION CONTROL EFFECT ANALYSIS OF TORSION COUPLING RESPONSE OF ECCENTRIC STRUCTURES WITH THE VISCOUS DAMPERS[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(5): 68-72. doi: 10.13204/j.gyjz201305015

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Li Yan, LüHenglin, Yin Huiguang, Zhang Lianying, Li Bing, Liu Ruixue. TEST RESEARCH ON THE FREEZING-THAWING RESISTANCE PERFORMANCE OF HIGH-STRENGTH CONCRETE WITH SINGLE ADMIXTURE AND DOUBLE ADMIXTURES[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(2): 1-4. doi: 10.13204/j.gyjz201502001

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TEST RESEARCH ON THE FREEZING-THAWING RESISTANCE PERFORMANCE OF HIGH-STRENGTH CONCRETE WITH SINGLE ADMIXTURE AND DOUBLE ADMIXTURES

doi: 10.13204/j.gyjz201502001

Publish Date: 2015-02-20

Abstract

Abstract

The fast freeze-thaw tests with fresh water on high strength concrete ( C60 ) with fly ash or slag and composite admixture，as well as the one without admixtures were conducted． The results showed that for the concrete with admixtures ( slag and fly ash) ，the mass-loss rate was the smallest and the relative dynamic modulus of elasticity was reduced slowest，meanwhile the surface was denuded slightest，indicating a best freezing-thawing resistance performance．For the concrete with 50% slag and concrete without mineral admixtures，the mass-loss rate，the relative dynamic modulus of elasticity and the surface denudation were about the same，meanwhile their freezingthawing resistance performance was a little worse than the concrete with admixtures ( slag and fly ash) ．For the concrete with 50% fly ash，the mass-loss rate and the relative dynamic modulus of elasticity reduced fastest，and the surface was denuded seriously，indicating a worst freezing-thawing resistance performance．
- mineral admixture,
- freezing and thawing,
- mass-loss,
- relative dynamic modulus of elasticity

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