Technical Papers
May 28, 2018

Visual-Based Evaluation Method for Optimizing the Dosage of PCE-Based Superplasticizer for SCC Paste and Concrete Mixtures

Publication: Journal of Materials in Civil Engineering
Volume 30, Issue 8

Abstract

Marsh cone and mini-slump flow tests are used widely to optimize the paste phase of self-compacting concrete (SCC). These tests are used to define the saturation point of a superplasticizer (SP) and to investigate their compatibility with cement and fine materials. However, neither tests provide a direct assessment regarding the segregation tendency of cement paste at high SP dosages. In this paper, a visual index was proposed to select the optimum dosage of polycarboxylate (PCE) superplasticizers for SCC paste and concrete mixtures. The method is based on the observation that the cementitious matrix undergoes an internal disruption once the optimum SP dosage is surpassed. This disruption is manifested with time in the form of bleeding and segregation, with a gradual formation of a white layer at the top surface. This phenomenon was captured photographically for mixtures with increasing SP dosage and presented as a visual deposit surface index (VDSI) to highlight the segregation tendencies of the mixtures at increased SP dosage. VDSI can be used to identify the saturation dosage of SP with results comparable to those obtained from the mini-slump flow test. The method is shown to be valid for mixtures incorporating cement alone or blended with limestone dust (LSD) and natural pozzolan (NP). It was successively applied to both cement paste and concrete mixtures.

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Acknowledgments

This paper is a part of a research project funded by the King Abdulaziz City for Science and Technology (KACST), Project number DRP-3-9. The help of the engineers and technicians at the Center of Excellence for Concrete Research & Testing (CoE-CRT) at King Saud University is highly appreciated.

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Go to Journal of Materials in Civil Engineering
Journal of Materials in Civil Engineering
Volume 30Issue 8August 2018

History

Received: Mar 21, 2017
Accepted: Feb 9, 2018
Published online: May 28, 2018
Published in print: Aug 1, 2018
Discussion open until: Oct 28, 2018

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A. I. Al-Negheimish [email protected]
Professor, Dept. of Structural Engineering, Center of Excellence for Concrete Research and Testing, Dept. of Civil Engineering, College of Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia. Email: [email protected]
Associate Professor, Center of Excellence for Concrete Research and Testing, College of Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia. Email: [email protected]
A. M. Alhozaimy [email protected]
Professor, Dept. of Structural Engineering, Center of Excellence for Concrete Research and Testing, Dept. of Civil Engineering, College of Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia. Email: [email protected]
M. Iqbal Khan, M.ASCE [email protected]
Professor, Dept. of Structural Engineering, Center of Excellence for Concrete Research and Testing, Dept. of Civil Engineering, College of Engineering, King Saud Univ., P.O. Box 800, Riyadh 11421, Saudi Arabia (corresponding author). Email: [email protected]

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