Effect of Freeze-Thaw on the Concrete Pore Structure Features

Feng Qu; Di Tao Niu

doi:10.4028/www.scientific.net/AMR.368-373.361

Paper Titles

Experimental Study on the Seismic Behavior of HSW Model with High Shear-Span Ratio
p.344

Lateral Performance of Light Wood Diaphragms with Different Structural Configurations under Monotonic Load
p.349

Test Study on Seismic Behavior of New Hybrid SCCC Columns
p.353

Experiment Study on the Frost Resistance of Steel Fiber Reinforced Concrete on the Microstructure
p.357

Effect of Freeze-Thaw on the Concrete Pore Structure Features
p.361

Static Performance of Reinforced Concrete U-Shaped Composite Beams Subjected to Positive Moment
p.365

Experimental Study on Circular Hybrid SCCC Columns under Axial Compressive Load
p.369

Fatigue Test and Research on Tubular Joints of Concrete-Filled Steel Tube
p.373

Feasibility Study on Forced Decoupling Method Analyzing Earthquake Response of Soil-Asymmetric Structure
p.377

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 368-373Effect of Freeze-Thaw on the Concrete Pore...

Effect of Freeze-Thaw on the Concrete Pore Structure Features

Abstract:

Under action of repeated freeze-thaw cycles, different changes of pore structure features has occurred in different varieties of concrete.In this study, the average pore size of concrete and total porosity was discussed especially with the trends.Based on this, the gas diffusion model and the chloride ion diffusion model in concrete was also discussed with the pore structure,which indicated that the freeze-thaw damage of concrete pore structure will have a greater impact to the durability of concrete, and so the life of concrete structures would be affected.

You might also be interested in these eBooks

Advances in Civil Engineering and Architecture Innovation

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 368-373)

Pages:

361-364

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.368-373.361

Citation:

Cite this paper

Online since:

October 2011

Authors:

Feng Qu, Di Tao Niu

Keywords:

Concrete Pore Structure, Durability, Freeze-Thaw

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Powers T.C.,L.E. Copeland J.C. Hayes,and H.M. Mann.Permeability of portland cement paste. ACI Journal Proceedings.1954,51(3):285-296.

Google Scholar

[2] Mehta P K,Manmohan C.Pore size distribution and permeability of hardened cement paste[C]//7th International Congress on the Chemistry of Cement.Paris,France,1980,3(7):1-5.

Google Scholar

[3] Wu Z.W. Zhang H.Z. Expansive Concrete [M].Beijing: China Railway Press,1990.

Google Scholar

[4] H.J. Butt,K.Graf and M.Kappl,Physics and chemistry of interfaces,Wiley-VHC,Weinheim,2003.

Google Scholar

[5] Ameriean Society for Testing and Materials C671.standard test method for critical ditation of conerete specimens subjected to freezing,1995.

Google Scholar

[6] R.Kumar,B.Bhattacharjee,Cem.Concr.Res.2003,33(1):155-164.

Google Scholar

[7] Zhao X.L. Wei J.,Huang Y.Y. Journal of Wuhan University of Technology,Vol.24,No12. P14-17,2002. In Chinese.

Google Scholar

[8] Zhao X.L,Wei J., Ba H.J. Industrial Construction,Vol.33,No8.P5-7,2003. In Chinese.

Google Scholar

[9] Chen L.,He J.H. ZhaoY.N. Highway Engineering And Transportation, Half of No.190/ 192. P70 -73, 2009.In Chinese.

Google Scholar

[10] Li J.Y.,Xu W.Y. Cao J.G. Lin L..Guan Y.S. Journal of Hydraulic Engineering,No1.P41-49,1999. In Chinese.

Google Scholar

[11] Houst Y F and Wittmnan F H,Cem.Concr.Res.,Vol.24,No6.P1165-1176,1994.

Google Scholar

[12] Liu Z.Y.. Study on Methods of Accelerated Testing of Marine Concrete Durability Based on Simulating Environment and Service Life Prediction[D],Southeast University, Nanjing,2006.

Google Scholar