TECHNICAL NOTES
Dec 1, 2005

Prediction of 28Days Compressive Strength of 53-Grade Cements Using Dimensional Analysis

Publication: Journal of Materials in Civil Engineering
Volume 17, Issue 6

Abstract

Compressive strength is considered to be the paramount property of cement. However, according to the standard test procedure, the results of a compressive strength test on cement can be known only after 7 or 28days . To overcome this difficulty, a dimensional analysis method for predicting the 28-day compressive strength of 53-grade cements is presented in this paper. This method incorporates the modified Buckingham-pi theorem to formulate a general equation by using only two experimental results. A unique trial-and-error procedure is presented that generates the universal dimensional analysis formulation, wherein one of the experimental data sets, called the control point, generates the dimensional analysis equation, whereas the other data set, the check point, is used to validate the already formed dimensional analysis equation. The results of dimensional analysis are then compared with the available experimental results. The comparison shows the validity of the method.

Get full access to this article

View all available purchase options and get full access to this article.

References

Butterfield, R. (1999). “Dimensional analysis for geotechnical engineers.” J. Geotechnique, 49(3), 357–366.
IS 456. (2000). Indian standard code of practice for plain and reinforced concrete, Bureau of Indian Standards, New Delhi, India.
Phatak, D. R., and Dhonde, H. B. (2003). “Dimensional analysis of reinforced concrete beams subjected to pure torsion.” J. Struct. Eng., 129(11), 1559–1563.

Information & Authors

Information

Published In

Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 17Issue 6December 2005
Pages: 733 - 735

History

Received: Jul 11, 2003
Accepted: Mar 15, 2005
Published online: Dec 1, 2005
Published in print: Dec 2005

Permissions

Request permissions for this article.

Notes

Note. Associate Editor: Zhishen Wu

Authors

Affiliations

D. R. Phatak
Retired Professor, Dept. of Civil Engineering, Government College of Engineering, Pune-411 005, Maharashtra State, India.
N. P. Deshpande
Graduate Student, Dept. of Civil and Environmental Engineering, Univ. of Cincinnati, Cincinnati, OH 45221-0071.

Metrics & Citations

Metrics

Citations

Download citation

If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.

Cited by

View Options

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Get Access

Access content

Please select your options to get access

Log in/Register Log in via your institution (Shibboleth)
ASCE Members: Please log in to see member pricing

Purchase

Save for later Information on ASCE Library Cards
ASCE Library Cards let you download journal articles, proceedings papers, and available book chapters across the entire ASCE Library platform. ASCE Library Cards remain active for 24 months or until all downloads are used. Note: This content will be debited as one download at time of checkout.

Terms of Use: ASCE Library Cards are for individual, personal use only. Reselling, republishing, or forwarding the materials to libraries or reading rooms is prohibited.
ASCE Library Card (5 downloads)
$105.00
Add to cart
ASCE Library Card (20 downloads)
$280.00
Add to cart
Buy Single Article
$35.00
Add to cart

Media

Figures

Other

Tables

Share

Share

Copy the content Link

Share with email

Email a colleague

Share