Coefficient of Linear Expansion of Air-Entraining Concrete with Silica Fume

Jian Chao Dou; Jian Sen Yang

doi:10.4028/www.scientific.net/AMR.168-170.2116

Paper Titles

Contrast Investigation on Aseismatic Behavior of Masonry Wall Strengthened with Carbon Fiber Sheet and Steel-Meshed Cement Mortar
p.2092

Magnetic Stress Sensitivity Analysis for Ferromagnetic Material
p.2098

Performance Evaluation of Flame-Retardant NSCFR-Treated Laminated Veneer Lumber(LVL) PartⅠ:Thermal, Physical and Mechanical Properties
p.2106

Curvature Ductility of Singly Reinforced CRC Beams (Part-II)
p.2111

Coefficient of Linear Expansion of Air-Entraining Concrete with Silica Fume
p.2116

Discussion about the Application and Importance of Building Energy Conservation in Building Design
p.2121

Development of U-Anchor CFRP Rod Manufacturing Machine
p.2125

Study on Crack Behavior of Recycled Fine Aggregate Concrete under Axial Compressive Load
p.2129

Experimental Study and Numerical Simulation of Bond Behaviors Between FRP Bar and Concrete
p.2134

HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 168-170Coefficient of Linear Expansion of Air-Entraining...

Coefficient of Linear Expansion of Air-Entraining Concrete with Silica Fume

Abstract:

The effect of water-cement ratio, air content, silica fume and sand ratio of concrete on the coefficient of linear expansion(CLE) was studied by orthogonal experiment. The results show that under a certain amount of cement material, CLE of concrete increase as the water-cement ratio increases and the effect of water-cement ratio on CLE of concrete is remarkable; with the increase of blending ratio of silica fume, the CLE of concrete increases; the CLE of concrete reduces with 3.5% air content in concrete, but rebound with 6% air content in concrete; with the sand rate increases, CLE of concrete increases; CLE per unit compressive strength of concrete with silica fume decreases with increase of silica fume content; CLE per unit compressive strength of concrete with air content increase when air content increase.

You might also be interested in these eBooks

Advances in Building Materials, ICSBM 2011

View Preview

Info:

Periodical:

Advanced Materials Research (Volumes 168-170)

Pages:

2116-2120

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.168-170.2116

Citation:

Cite this paper

Online since:

December 2010

Authors:

Jian Chao Dou, Jian Sen Yang

Keywords:

Air-Entraining Concrete with Silica Cume, Coefficient of Linear Expansion, Linear Expansivity, Orthogonal Experiment

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

References

[1] Yao Wu, Xin Zheng. Effect of Mix Proportion on Coefficient of Thermal Expansion of concrete [J]. Joumal of Tongji University (natural science). Vol. 35, No. 1: 78-81 (In Chinese).

Google Scholar

[2] Tayfun Uygunog lu, Ilker Bekir Topcu. Construction and Building Materials[J]. Construction and Building Materials , 2009, 23: 3063-3069.

Google Scholar

[3] VhunXiang Qian, Zhu Chenfeng. Influence of Mineral Admixtures and Air-Entraining Agent on Thermal Expansion Property of Cement-Based Materials [J]. Journal of Building Material. Vol. 12, No. 3: 310-314. (In Chinese).

Google Scholar

[4] ShiWei Ding, ChunXiang Qian , Depeng Chen. Experimental research on thermal deformation of hardened cement paste[J]. Journal of Southeast University (Natural Science Edition). Vol. 36, No. 1: 113-117. (In Chinese).

Google Scholar