Effect of Aggregate Max Size on the Rheological Properties of Self Consolidating Concrete

Samer Al Martini; Ziad Hassan; Ahmad Khartabil

doi:10.4028/www.scientific.net/KEM.853.193

Paper Titles

Durability Performances of Aramid Fiber Reinforced Polymer as Reinforcement Material for Concrete Structures in Cold Regions
p.171

Analytical Computational Models for Relationship between Ultimate Bending Moment of Concrete Segments and Axial Force
p.177

Experimental Investigation on Bending Performance of Steel-Concrete Composite Slim Beams
p.182

Study on Degradation Factor Adsorption Effect by Epoxy Resin with Functional Adsorbent
p.187

Effect of Aggregate Max Size on the Rheological Properties of Self Consolidating Concrete
p.193

Experimental Verification of Chemical Admixture to Reduce Stiffness of Concrete
p.198

A Building Envelope Coating Provides Radiative-Cooling Effect for Subtropics
p.209

One-Pot Photochemical Synthesis of Solution-Stable TiO₂-Polypyrrole Nanocomposite for the Photodegradation of Methyl Orange
p.217

Alternate Catalyst Support from Microwave-Assisted Activation of Coconut Tree Fiber
p.223

HomeKey Engineering MaterialsKey Engineering Materials Vol. 853Effect of Aggregate Max Size on the Rheological...

Effect of Aggregate Max Size on the Rheological Properties of Self Consolidating Concrete

Abstract:

The effects of aggregate size and supplementary cementitious materials (SCMs) on the rheology of self-consolidating concrete (SCC) were studied in this paper. Two main concrete mixtures with different maximum aggregate sizes were prepared and investigated. The first mix had a maximum size aggregate of 5 mm and the second mix was with 20 mm max size aggregates. All mixes incorporated different dosages of Ground granulated blast furnace slag (GGBS). The rheology of all mixes investigated was measured over 2 hour time period. It was found that the size of aggregates and GGBS dosage have influence on the yield stress of studied concrete mixes.

You might also be interested in these eBooks

View Preview

Info:

Periodical:

Key Engineering Materials (Volume 853)

Pages:

193-197

DOI:

https://doi.org/10.4028/www.scientific.net/KEM.853.193

Citation:

Cite this paper

Online since:

July 2020

Authors:

Samer Al Martini*, Ziad Hassan, Ahmad Khartabil

Keywords:

Maximum Size Aggregate, Rheology, Self Consolidating Concrete

Export:

RIS, BibTeX

Price:

Permissions CCC:

Request Permissions

Permissions PLS:

Request Permissions

Сopyright:

Citation:

* - Corresponding Author

References

[1] Al Martini S , Hassan Z, and Khartabil A. (2019) Flow Behavior of Self Consolidating Concrete Mixes with Various Maximum Size Aggregates,, Key Engineering Materials, Volume 803, pp.233-238.

DOI: 10.4028/www.scientific.net/kem.803.233

Google Scholar

[2] Al Martini S., Hassan Z, and Khartabil A., and Al Martini S (2019) Compressive Strength of Sustainable Concrete Mixes with Different Maximum Size Aggregates, Key Engineering Materials, Volume 803, pp.228-232.

DOI: 10.4028/www.scientific.net/kem.803.228

Google Scholar

[3] Biswadeep Bharali. (2015). EXPERIMENTAL STUDY ON SELF COMPACTING CONCRETE (SCC) USING GGBS AND FLY ASH. International Journal Of Core Engineering & Management , 2348-9510.

Google Scholar

[4] A.V. Krishna, B. KrishnaRao, and A. Rajagopal. (2010). Effect of different sizes of coarse aggregates on the propertis of NCC and SCC. International Journal of Engineering Science and Technology, 5959-5965.

Google Scholar

[5] O. R. Khaleel, S. A. AL- Mishhadani, and H. Abdul Razak. (2011). The Effect of Coarse Aggregate on Fresh and Hardened Properties of Self-Compacting Concrete (SCC). The Twelfth East Asia-Pacific Conference on Structural Engineering and Construction (pp.805-813). ScienceDirect.

DOI: 10.1016/j.proeng.2011.07.102

Google Scholar

[6] K. Pandurangan, G. Ramakrishna, and S. Kothandaraman. (2012). Effect of Coarse Aggregate Size And Shape on the Strength and Flow Characteristics of Self-compacting Concrete. ICI Journal, 1-7.

Google Scholar

[7] A. K. Manawadu, W.M.K.B. Wijesinghe, and H. Abeyruwan. (2015). Rheological Behavior of Cement Paste with Fly Ash in the Formulation of Self-Compacting Concrete (SCC). International Conference on Structural Engineering and Construction Management (pp.192-199). Kandy: Deparment of Civil Engineering, University of Peradeniya.

Google Scholar