DESIGN AND CHOICE OF DURABILITY ASSESSMENT PARAMETER OF CONCRETE IN SALTY SOIL REGION

Qiao Hongxia; Zhou Mingru; Zhu Yanpeng; He Zhongmao

doi:10.13204/j.gyjz201006007

Volume 40 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(6): 27-30,78

Gu Wei, Liu Bin. RESEARCH ON THE LIMIT RATIO OF HEIGHT TO WIDTH FOR BASE-ISOLATED STRUCTURE WITH THE RUBBER BEARINGS CONSIDERING THE VERTICAL EARTHQUAKE ACTION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(10): 17-20. doi: 10.13204/j.gyjz200410005

Citation:

Qiao Hongxia, Zhou Mingru, Zhu Yanpeng, He Zhongmao. DESIGN AND CHOICE OF DURABILITY ASSESSMENT PARAMETER OF CONCRETE IN SALTY SOIL REGION[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 27-30,78. doi: 10.13204/j.gyjz201006007

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DESIGN AND CHOICE OF DURABILITY ASSESSMENT PARAMETER OF CONCRETE IN SALTY SOIL REGION

doi: 10.13204/j.gyjz201006007

1.
1. College of Civil Engineering,Lanzhou University of Technology,Lanzhou 730050,China;
2.
2. Gansu Science Research Institute of Civil Engineering,Lanzhou 730020,China

Received Date: 2009-05-21
Publish Date: 2010-06-20

Abstract

Abstract

After designing rationally the assessment targets on concrete durability，the assessment parameters are used to show the durability deterioration course of concrete in sulfate environment. The results show that every performance deterioration degree of concrete can be compared on the same coordination axis by assessment parameters. The assessment parameters are applicable to the same determination criterion，and the determination principle is simple and convenient. The comparing of the deterioration course and sensitivity degree of concrete performance is much easy. If concrete performance of anti-sulfate erosion is tested at laboratory，the result assessment ought to be done by the two non-destructive test assessment parameters.
- concrete,
- durability,
- assessment parameter,
- design

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References(5)

References

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