Experimental Research of the Rapid Set Cement Concrete for Rapid Repair of Concrete Pavements

Ren Juan Sun; Zhi Ge; Wu Li; Hai Fang Zhou; Da Wei Huang

doi:10.4028/www.scientific.net/AMR.634-638.2697

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Experimental Research of the Rapid Set Cement Concrete for Rapid Repair of Concrete Pavements
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HomeAdvanced Materials ResearchAdvanced Materials Research Vols. 634-638Experimental Research of the Rapid Set Cement...

Experimental Research of the Rapid Set Cement Concrete for Rapid Repair of Concrete Pavements

Abstract:

The efficient rapid repair for the distressed concrete pavement requires a rapid setting material that can be placed, cured, and opened to the traffic in short period. Normally, the time of the traffic open is determined by the concrete strength gain in the early hours. Meanwhile, the strength development and thermal and shrinkage properties of the concrete affect the structural and bonding performance of the repaired pavement. Type Ⅲ cement and Calcium Sulfoaluminate (CSA) cement are categorized as the rapid set cement (RSC) and are the most widely used as the cementitious material for the concrete structure rapid repair. The compressive strength of the RSC concrete cylinders with different mix proportions had been tested to obtain a strength gain guide for the rapid repair construction. Coefficient of the thermal expansion and shrinkage of the concrete were experimented. The results show that the RSC cement concretes are steady and can meet the requirement of the concrete pavement repair.

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Periodical:

Advanced Materials Research (Volumes 634-638)

Pages:

2697-2701

DOI:

https://doi.org/10.4028/www.scientific.net/AMR.634-638.2697

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Online since:

January 2013

Authors:

Ren Juan Sun, Zhi Ge, Wu Li, Hai Fang Zhou, Da Wei Huang

Keywords:

Coefficient of Thermal Expansion (CTE), Compressive Strength, Rapid Set Cement, Shrinkage

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References

[1] Mindess, S. and Young, J.F.: Concrete. Prentice- Hall, N.J., USA (1981).

Google Scholar

[2] ACI 211.1-91: Standard Practice for Selecting Proportions for Normal, Heavyweight, and Mass Concrete. American Concrete Institute (ACI) Committee 211, Farmington Hills, MI. (1991).

DOI: 10.14359/10987

Google Scholar

[3] ASTM C/192/C C39/ C157: Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory. Annual Book of ASTM Standards. ASTM international. West Conshohocken. www.astm.org .

DOI: 10.1520/d0958

Google Scholar

[4] AASHTO TP60-00: Standard Method for the Coefficient of Thermal Expansion of Hydraulic Cement Concrete. (American Association of State Highway and Transportation Officials) AASHTO. www.aashto.org (2000).

Google Scholar

[5] Won, Moon: Improvements of Testing Procedures for Concrete Coefficient of Thermal Expansion. Transportation Research Record: Journal of the Transportation Research Board. Volume 1919 (2005).

DOI: 10.1177/0361198105191900103

Google Scholar