Experimental Research on the Influence of Grain Size of Coarse Aggregate on Pebble Concrete Compressive Strength

Wei Xie; Ya Nan Jin; Shu Shan Li

doi:10.4028/www.scientific.net/AMM.238.133

Paper Titles

Toughness Properties of Concrete Modified with Water-Borne Polyurethane
p.109

Soil Stabilizer Prepared with Saline Soil and Industrial Solid Wastes
p.118

An Improved Method to Calculate the Direction and Weight in Microplane Constitutive Model
p.121

Experimental Study on Long-Term Exposure of Concrete in Magnesium Sulfate Solution
p.129

Experimental Research on the Influence of Grain Size of Coarse Aggregate on Pebble Concrete Compressive Strength
p.133

Basic Mechanics Properties Test of Fly Ash Concrete
p.138

Bond-Slip Relation of Plain Steel Bar in Concrete with Machine-Made Sand
p.142

Influence of Aggregate Gradation of Coarse Aggregates on Concrete Strength
p.147

Influence of Surface Treatment of Testing Specimens on Spacing Factor
p.150

HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 238Experimental Research on the Influence of Grain...

Experimental Research on the Influence of Grain Size of Coarse Aggregate on Pebble Concrete Compressive Strength

Abstract:

To discuss the influence of coarse aggregate size, water cement ratio and ages on the concrete compressive strength，the compressive strength tests were carried out by 54 cubic specimens of pebbles concrete in dimensions of 150mm, 18 cubic specimens with dimensions of 200mm and 72 specimens with size of 150mm×150mm×300mm. The results show that the maximum size of coarse aggregate rises with the decrease of the concrete compressive strength; Concrete compressive strength of coarse aggregate size affects more apparently as the ratio of water-cement decrease; with the increasing of age, concrete compressive strength of the aggregate size effect has no significant changes.

You might also be interested in these eBooks

Innovation in Civil Engineering, Architecture and Sustainable Infrastructure

View Preview

Info:

Periodical:

Applied Mechanics and Materials (Volume 238)

Pages:

133-137

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.238.133

Citation:

Cite this paper

Online since:

November 2012

Authors:

Wei Xie, Ya Nan Jin, Shu Shan Li

Keywords:

Coarse Aggregate, Compressive Strength, Gradation, Maximum Diameter, Pebble Concrete

Export:

RIS, BibTeX

Price:

Permissions:

Request Permissions

References

[1] N. Feng, High Performance Concrete, Chinese Architecture and Building Press, Beijing, 1996.

Google Scholar

[2] A.M. Neville, Translated by S. Liu, Concrete Property, China Architecture and Building Press, Beijing, 2011.

Google Scholar

[3] Z. Wu, H. Lian, High Performance Concrete, China Railway Press, Beijing, 1999.

Google Scholar

[4] Y. Wang, H. Kui, J. Tong, et al, Influence factor of adhesion interface of cement concrete, Jilin University Journal (liberal arts ed. ), 33 (2003) 56-59.

Google Scholar

[5] M. Sidney, J. F. Young, D. David, Translation of K. Wu, Concrete, Chemical Industry Press, Beijing, 2005.

Google Scholar

[6] L. Wu, Study impacts of aggregate for mechanical property of high performance concrete, Tongji University, Shanghai, 2001.

Google Scholar

[7] K. Wu, B. Chen, Y. Wu, et al, Effect of coarse aggregate type on mechanical properties of high-performance concrete, Cement and Concrete Research, 31 (2001) 1421-1425.

DOI: 10.1016/s0008-8846(01)00588-9

Google Scholar

[8] J. Han, P. Yan, Influence of aggregate gradation for concrete strength on the development history, Concrete, 1 (2008) 62-63.

Google Scholar

[9] M. S. Medeah, Z. Salim, B. Sa, Effect of content and particle size distribution of coarse aggregate on the compressive strength of concrete, Construction and Building Masteries, 2009.

Google Scholar

[10] Y. Sun, C. Zhong, Z. Gu, et al, Material Selection of Concrete in the Control of the Cracks, Chemical Industry Press, Beijing, 2009.

Google Scholar