Chapter
Apr 22, 2019
Structures Congress 2019

Novel Structural Materials for Use in Mass Concrete Structures

Publication: Structures Congress 2019: Blast, Impact Loading, and Research and Education

ABSTRACT

The main challenge with mass concrete structures lies in temperature rise and temperature differentials resulting from the heat of hydration of cementitious materials. Therefore, controlling the heat of hydration in mass concrete structures is important in order to minimize and potentially prevent cracks from forming. In this study, a novel material and/or combination of materials were utilized to study the effect on the heat of hydration. An isothermal calorimeter is used to measure the heat of hydration in concrete mixtures including barium oxide (BAO), which is a phase changing material. Different percentages of other supplementary cementitious materials were utilized based on the amount of total cementitious materials in the mixtures. The results were also compared with the heat of hydration of mixtures containing conventional mass concrete mixtures containing cement supplementary materials such as slag and fly ash. It is concluded that BAO significantly retarded the rate of hydration and slightly reduced the magnitude of the heat of hydration peak in concrete mixtures.

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REFERENCES

ACI Committee 301 (American Concrete Institute). (2016) Specifications for Structural Concrete.
ACI Committee 207.2R-07 (American Concrete Institute). (2007) Report on Thermal and Volume Change Effects on Cracking of Mass Concrete.
ASTM (American Society for Testing and Materials). (2017). ASTM C1702-17: Standard Test Method for Measurement of Heat of Hydration of Hydraulic Cementitious Materials Using Isothermal Conduction Calorimetry; ASTM International: West Conshohocken, PA, USA.
DIANA Finite Element Analysis. (2017). “Version 10.2”. DIANA FEA BV.
FDOT (Florida Department of Transportation). (2017). “STANDARD SPECIFICATIONS FOR ROAD AND BRIDGE CONSTRUCTION”.
Hamid, H., Chorzepa, M. G., Sullivan, M., Durham, S., and Kim, S. S. (2018). “Novelties in Material Development for Massive Concrete Structures: Reduction in Heat of Hydration Observed in Ternary Replacement Mixtures”. Infrastructures 3, no. 2: 8.
Ramlochan, T., Zacarias, P., Thomas, M. D., and Hooton, R. D. (2003). “The effect of pozzolans and slag on the expansion of mortars cured at elevated temperature: Part I: Expansive behavior”. Cement and Concrete Research. 30; 33(6):807–14.
Tia, M., Lawrence, A., Do, T., Verdugo, D., Han, S., Almarshoud, M., Ferrante, B., and Markandeya, A. (2016). “Maximum Heat of Mass Concrete – Phase 2”. U.F. Project No: 00108015. FDOT Project No: BDV31-977-07.

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Published In

Go to Structures Congress 2019
Structures Congress 2019: Blast, Impact Loading, and Research and Education
Pages: 414 - 422
Editor: James Gregory Soules, McDermott International
ISBN (Online): 978-0-7844-8224-7

History

Published online: Apr 22, 2019
Published in print: Apr 22, 2019

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Civil Engineering, Univ. of Georgia, 1165 E. Whitehall Rd., Athens, GA. E-mail: [email protected]
Mi G. Chorzepa, Ph.D., M.ASCE [email protected]
P.E.
STRENGTH Laboratory, Civil Engineering, College of Engineering, Univ. of Georgia, 1165 E. Whitehall Rd., Athens, GA. E-mail: [email protected]

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