Journal of Jilin University(Earth Science Edition)

Previous Articles     Next Articles

Experiment of the Concrete Performance the Condition of Multiple Salts and Dry-Wet Cycles

Su Xiaoping1,2,Wang Qing1   

  1. 1.College of Construction Engineering, Jilin University, Changchun130026, China;
    2.School of Civil Engineering, Changchun Institute of Technology, Changchun130012, China
  • Received:2012-06-14 Online:2013-05-26 Published:2013-05-26

Abstract:

Da’an City, in the west of Jilin Province, is one of the most severe regions that suffer soil salinization in Songnen Plain. Saline-sodic soil is the main type in this area, and the composition of soluble salts in the soil is similar to that in the environmental water. In order to study the concrete durability under such an exposure condition, experimental work on the effect of the multi-salt and dry-wet cycles on concrete performance was carried out. Water and four solutions of different concentration of multi-salt were prepared and used to simulate the concentration and the main types of the dissolved salts in the saline soil in Da’an region. The durability property of the concrete with five different mix proportions was evaluated through the tests of multi-salt and dry-wet cycles. The experimental results indicated that multi-salt had corrosive action on concrete under the condition of dry-wet cycles, and the higher the concentration of the multi-salt solution, the more severely the concrete was degraded. With the increasing times of dry-wet cycles, the mass of concrete and the dynamic elastic modulus of concrete showed a slight increasing at first, and then reduced after a certain number of dry-wet cycles. Air-entrained concrete and fly ash concrete were found have better behavior under such exposure condition, and much better improvement could be observed in the air-entrained concrete.

Key words: concrete, soda salt, salt corrosion, dry-wet cycle

CLC Number: 

  • TU528.33
[1] Wang Changming, Chang Gaoqi, Wu Qian, Li Wentao. Pile-Soil Interaction Mechanism and a Method to Determine Vertical Bearing Capacity of Prestressed Concrete Pipe Pile [J]. Journal of Jilin University(Earth Science Edition), 2016, 46(3): 805-813.
[2] Su Xiaoping, Wang Qing, Wang Wenhua, Sun Haoyue. Frost Resistance and Durability Mechanism of Concrete Under Saline-Alkali Condition in Seasonal Frozen Soil Area [J]. Journal of Jilin University(Earth Science Edition), 2014, 44(4): 1244-1253.
[3] CHENG Zu-feng, SUN Xiu-juan,CUI Ji-xin. The Study of Orthogonal Test in Concrete Corrosion [J]. J4, 2007, 37(5): 978-0982.
Viewed
Full text


Abstract

Cited

  Shared   
  Discussed   
No Suggested Reading articles found!