An Experiment on Durability Test (RCPT) of Concrete According to ASTM Standard Method Using Low-Cost Equipments

Author:

Iffat Shohana1,Emon Abul Bashar1,Manzur Tanvir1,Ahmad Syed Ishtiaq1

Affiliation:

1. Bangladesh University of Engineering & Technology(BUET)

Abstract

Durability means the resistance to physical or chemical deterioration of concrete resulting from interaction with environment (physical deterioration) or interaction between constituents (chemical deterioration) of concrete. A durable concrete ensures corrosion resistance of embedded steel which in turn ensures a better longevity of the structure as a whole. Concrete in structures in the coastal areas are the most susceptible to chemical deterioration as sea water, with high concentration of chloride ions, has quite a detrimental effect on durability of concrete. In these cases, the lower the chloride permeability, the better the durability of concrete. As instruments for standard chloride permeability test is very expensive, an experiment has been conducted to carry out Rapid Chloride Permeability Test (RCPT) using improvised apparatus made of readily available low-cost materials. Several RCPT tests were performed using this simple method and results showed marked variation in chloride permeability for concrete with different quality.

Publisher

Trans Tech Publications, Ltd.

Subject

General Engineering

Reference9 articles.

1. Technical Bulletin TB 0100 (Concrete), Understanding AASHTO T277 and ASTM C1202 Rapid Chloride Permeability Test.

2. Donald W. Ptefier S.E., The Rapid Chloride Permeability Test and its Correlation to the 90 day Chloride Ponding Test, (1994).

3. K.D. Stanish, R.D. Hooton and M.D.A. Thomas, Testing the Chloride Penetration Resistance of Concrete: A Literature Review, University of Toronto Toronto, Ontario, Canada (1991).

4. Vladimir S. Ban, Boris L. Volodin, Sergei Dolgi, Determination of chloride ion concentrations in concrete by means of near-infrared spectrometry, PD-LD, Pennington, NJ 08634.

5. CC Yang, SS Lin & SW Chow, Relation between Migration Coefficient from Accelerated Chloride Migration Test and Diffusion Coefficient from Ponding Test, China Institute of Technology, Taipei, Taiwan (2005).

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