Please use this identifier to cite or link to this item: https://hdl.handle.net/2440/78815
Citations
Scopus Web of Science® Altmetric
?
?
Type: Journal article
Title: Experimental study on strength gaining characteristics of concrete using Portland Composite Cement
Author: Uddin, M.
Jameel, M.
Sobuz, M.
Islam, M.
Hasan, N.
Citation: KSCE Journal of Civil Engineering, 2013; 17(4):789-796
Publisher: Korean Society of Civil Engineers
Issue Date: 2013
ISSN: 1226-7988
1976-3808
Statement of
Responsibility: 
Md. Alhaz Uddin, Mohammed Jameel, Habibur Rahman Sobuz, Md. Shahinul Islam, and Noor Md. Sadiqul Hasan
Abstract: This study deals with experimental investigation of strength gaining characteristics of concrete made with Portland Composite Cement (PCC) and Ordinary Portland Cement (OPC). Compressive strength of concrete is often considered as a measure to determine the rate of strength gain of concrete with age and different cement composition. Strength developments of five concrete types have been investigated in terms of cement content and curing duration. Experimental observations on 495 specimens reveal that the early age strength of PCC concrete is lower than that of OPC concrete. Based on the test results, lack of proper pozzolanic reaction in the presence of fly ash in PCC concrete strength is lower at early age. The pozzolanic activity of fly ash also contributes to the strength gain at later stages of continuous curing. This study also concludes that drying ambient conditions reduce the strength potential of PCC concrete as the secondary (pozzolanic) reaction fails to contribute to the development of strength.
Keywords: strength gain
cement composition
curing time
compressive strength
pozzolanic reaction
Rights: © Korean Society of Civil Engineers
DOI: 10.1007/s12205-013-0236-x
Published version: http://dx.doi.org/10.1007/s12205-013-0236-x
Appears in Collections:Aurora harvest
Civil and Environmental Engineering publications

Files in This Item:
There are no files associated with this item.


Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.