The Relationship between Concrete Road Performance and Salt Frost

Article Preview

Abstract:

To carry out frost resistance, resistance to chlorine ion permeability, abrasion resistance and flexural tensile strength test for different mixture ratio of concrete, the influence of salt frost was systematically analyzed on the other concrete road performance. The results show that the salt frost made the decrease of strength of concrete, resistance to chloride ion penetration reduce, but had a little effects on abrasion resistance.

You might also be interested in these eBooks

Info:

Periodical:

Pages:

271-276

Citation:

Online since:

December 2013

Export:

Price:

Permissions CCC:

Permissions PLS:

Сopyright:

© 2014 Trans Tech Publications Ltd. All Rights Reserved

Share:

Citation:

* - Corresponding Author

[1] ZhongweiWU. High Performance Concrete[M]. Beijing: China Railway Publishing House, (1999).

Google Scholar

[2] Huizhen LIAN, Xinying LU. Principles and Methods of High Performance Concrete Design According to Durability Requirement[J]. Architecture. 1(2001)8-11.

Google Scholar

[3] Verbeck C J,Kiieger P. Studies of salt scaling of concrete[J]. Highway Research Board Bulletin. 1(1957)251-258.

Google Scholar

[4] Quanbing YANG, Shiyuan HUANG. Physical Mechanism of Deicing Salt on Concrete Spalling[J]. Journal of Shanghai Institute of Building Materials. 6(1991)18-23.

Google Scholar

[5] R E Beddoe, M J Setzer. A low temperature DSC investigation of hardened cement paste subjected to chloride action[J]. Cement and Concrete Research. 2(1988)249-256.

DOI: 10.1016/0008-8846(88)90009-9

Google Scholar

[6] Cameron MacInnis, James D Whiting. The frost resistance of concrete subjected to a deicing agent[J]. Cement and Concrete Research. 9(1979)325-336.

DOI: 10.1016/0008-8846(79)90125-x

Google Scholar

[7] Dirch H Bager, Erik J sellevold. Ice formation in hardened cement paste,part I: room temperature cured pastes with variable moisture contents[J]. Cement and Concrete Research. 5(1986)709-720.

DOI: 10.1016/0008-8846(86)90045-1

Google Scholar

[8] Jochen Stark,Horst Michael Ludwig. Freeze-thaw and freeze-deicing salt resistance of concrete containing cement rich in granulated blast furnace slag[J]. ACI Materials Journal. 1(1997).

DOI: 10.14359/284

Google Scholar

[9] J J Völkl,R E Beddoe,M J Setzer. The specific surface of hardened cement paste by small angle X-ray scattering effect of moisture content and chlorides [J]. Cement and Concrete Research. 1(1987)81-88.

DOI: 10.1016/0008-8846(87)90062-7

Google Scholar

[10] K Hazrati,C Abesque,M Pigeon,T Sedran. Efficiency of sealers on the scaling resistance of concrete in presence of deicing salts[J]. Proceedings of the international workshop in the resistance of concrete to scaling due to freezing in the presence of deicing salt, (1997).

DOI: 10.1201/9781482271553-18

Google Scholar

[11] J Marchand,M Pigeon,D Bager,C Talbot. Influence of chloride solution concentration on deicer salt scaling deterioration of concrete[J]. ACI Materials Journal. 4(1999)339-348.

DOI: 10.14359/642

Google Scholar

[12] Mitsuru Saito,Minoru Hota,Hiroshi Ishimori. Chloride permeability of concrete subjected to freeze-thaw damage[J]. Cement and Concrete Composites. 2(1994)71-89.

DOI: 10.1016/0958-9465(94)90035-3

Google Scholar

[13] Christiane Foy, Michel Pigeon, Nemkumar Banthia. Freeze-thaw durability and deicer salt scaling resistance of a 0. 25 water-cement ratio concrete[J]. Cement and Concrete Research. 4(1988)604-614.

DOI: 10.1016/0008-8846(88)90053-1

Google Scholar