This paper describes about the investigation undertaken to examine the suitability of recycled concrete as a substitute for fine aggregate. Recycled concrete (artificial sand) is used for 40% of fine aggregate and natural sand is retained for the remaining part. HPC of M60 grade is attempted, with different replacement levels of cement with Fumed Silica. Maximum 28-day compressive strength of 68.26MPa with 1.0 percent replacement of Cement with Fumed Silica was observed for a water-binder ratio of 0.33. Acid resistance and Chloride impermeability increases with increase of Fumed Silica content. Tests on sorptivity, saturated water absorption, coefficient of water absorption and porosity were also conducted.

">

Strength and Durability of High Performance Concrete Using Artificial Sand

M. Kalaiarasu*, K. Subramanian**
*Selection Grade Lecturer,Department of Civil Engineering,Coimbatore Institute of Technology,Coimbatore-641014,Email : kalai_citcivil@yahoo.com
**Professor and Head of the Department of Civil Engineering,Coimbatore Institute of Technology,Coimbatore-641014,Email : drkscit@rediffmail.com
Periodicity:February - April'2006
DOI : https://doi.org/10.26634/jfet.1.3.985

Abstract

This paper describes about the investigation undertaken to examine the suitability of recycled concrete as a substitute for fine aggregate. Recycled concrete (artificial sand) is used for 40% of fine aggregate and natural sand is retained for the remaining part. HPC of M60 grade is attempted, with different replacement levels of cement with Fumed Silica. Maximum 28-day compressive strength of 68.26MPa with 1.0 percent replacement of Cement with Fumed Silica was observed for a water-binder ratio of 0.33. Acid resistance and Chloride impermeability increases with increase of Fumed Silica content. Tests on sorptivity, saturated water absorption, coefficient of water absorption and porosity were also conducted.

Keywords

High Performance Concrete, Fumed Silica, Recycled Aggregate, Durability, Micro Structure Property.

How to Cite this Article?

M. Kalaiarasu and K. Subramanian (2006). Strength and Durability of High Performance Concrete Using Artificial Sand. i-manager’s Journal on Future Engineering and Technology, 1(3), 88-92. https://doi.org/10.26634/jfet.1.3.985

References

1.OJIHA,R.N. Use fly ash and condensed silica fumes in making concrete, Institute of engineers (IE) journal,1996, Vol.77.
2.SUNDARAJAN, R., PERUMAL, K., (2003), “Experimental Investigation on High Performance Concrete Using Silica Fume & Super Plasticizer”, Proceedings of the INCONTEST on 10-12, September, Coimbatore, pp: 303-313.
3.SARKHEL,A.C. High performance concrete: a broad profile, Proceedings of the national seminar on HPC, international centre for FRC composites and association of consulting civil engineers, 2000, Chennai.
4.CEB, Diagnosis and Assessment of Concrete Structures; State-of-the-Art Report, CEB report, 1989, pp.83-85.
5.BALASUBRAMANIAN,K AND KRISHNAMOORTHY, T.S, Effect of drying procedure on the capillary suction of concrete and exchange of pore water with ethanol, Indian Concrete Journal, Feb 1997, Vol.71, No.2,pp.105-109.
6.ALLEN,C. Micro silica- A suitable performance enhancer for Asian Concrete, proceedings of TCDC International Workshop on 'Advances in HPC technology and its applications', April 16-18, 1997, SERC, Madras, India, pp.II-1 to II-13.
7.HALL, C. Water Sorptivity of mortars and concrete- A Review, Magazine of Concrete Research, 1981,Vol.41, No. 147, pp. 51-61.
If you have access to this article please login to view the article or kindly login to purchase the article

Purchase Instant Access

Single Article

North Americas,UK,
Middle East,Europe
India Rest of world
USD EUR INR USD-ROW
Online 15 15

Options for accessing this content:
  • If you would like institutional access to this content, please recommend the title to your librarian.
    Library Recommendation Form
  • If you already have i-manager's user account: Login above and proceed to purchase the article.
  • New Users: Please register, then proceed to purchase the article.