Assessment of bonding, durability, and low-temperature performance of cement-based rapid patching materials for pavement repair

References

• AASHTO, 2019. 380, Standard Method of Test for Potential Alkali Reactivity of Aggregates and Effectiveness of ASR Mitigation Measures (Miniature Concrete Prism Test, MCPT). American Association of State and Highway Transportation Officials.
   Google Scholar
• ACI, 2016. 306, Guide to Cold Weather Concreting.
   Google Scholar
• Alanazi, H., et al., 2016. Bond strength of PCC pavement repairs using metakaolin-based geopolymer mortar. Cement and Concrete Composites, 65, 75–82.
   Web of Science ®Google Scholar
• Arabali, P., and Shekarchi, M., 2015. Durability of jointed reinforced concrete pavements under sever exposure conditions: a case study in Iran. ed. XIII international conference on durability of building materials and components, 866–873.
   Google Scholar
• ASTM, 2017a. C138/C138M-17a Standard Test Method for Density (Unit Weight), Yield, and Air Content (Gravimetric) of Concrete.
   Google Scholar
• ASTM, 2017b. C157/C157M-17 Standard Test Method for Length Change of Hardened Hydraulic-Cement Mortar and Concrete.
   Google Scholar
• ASTM, 2017c. C231/C231M-17a Standard Test Method for Air Content of Freshly Mixed Concrete by the Pressure Method.
   Google Scholar
• ASTM, 2017d. C496/C496M-17 Standard Test Method for Splitting Tensile Strength of Cylindrical Concrete Specimens.
   Google Scholar
• ASTM, 2017e. C1702-17 Standard Test Method for Measurement of Heat of Hydration of Hydraulic Cementitious Materials Using Isothermal Conduction Calorimetry.
   Google Scholar
• ASTM, 2018. C78/C78M-18 Standard Test Method for Flexural Strength of Concrete (Using Simple Beam with Third-Point Loading).
   Google Scholar
• ASTM, 2019a. C192/C192M-19 Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory.
   Google Scholar
• ASTM, 2019b. C1074-19e1 Standard Practice for Estimating Concrete Strength by the Maturity Method.
   Google Scholar
• ASTM, 2020a. C39/C39M-20 Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens.
   Google Scholar
• ASTM, 2020b. C143/C143M-20 Standard Test Method for Slump of Hydraulic-Cement Concrete.
   Google Scholar
• ASTM, 2020c. C150/C150M-20 Standard Specification for Portland Cement.
   Google Scholar
• Bissonnette, B. t., et al., 1999. Influence of key parameters on drying shrinkage of cementitious materials. Cement and Concrete Research, 29 (10), 1655–1662.
   Web of Science ®Google Scholar
• Buch, N., et al., 2008. Evaluation of high-early strength PCC mixtures used in full depth repairs. Construction and Building Materials, 22 (3), 162–174.
   Web of Science ®Google Scholar
• Çullu, M., and Arslan, M., 2013. The effects of antifreeze use on physical and mechanical properties of concrete produced in cold weather. Composites Part B: Engineering, 50, 202–209.
   Web of Science ®Google Scholar
• Farzampour, A, 2019. Compressive behavior of concrete under environmental effects. IntechOpen.
   Google Scholar
• Folliard, K. J., Thomas, M., and Kurtis, K. E., 2003. Guidelines for the use of lithium to mitigate or prevent alkali-silica reaction (ASR).
   Google Scholar
• Gholami, S., et al., 2019. Performance of portland cement-based rapid-patching materials with different cement and accelerator types, and cement contents. Transportation Research Record, 2673 (11), 172–184.
   Web of Science ®Google Scholar
• Guo, T., et al., 2020. Evaluation of the bonding and fatigue properties of an innovative rapid repair structure for concrete pavement. Construction and Building Materials, 235, 117484.
   Web of Science ®Google Scholar
• Halsey, L., and Heyen, W, 2019. Evaluation of Nebraska’s Aggregate Reactivity by the Miniature Concrete Prism Test Method–AASHTO T380.
   Google Scholar
• Hanna, K. E., et al., 2009. Effectiveness of class C fly ash on mitigating alkali-silica reaction in concrete pavement. International Journal of Construction Education and Research, 5 (3), 167–181.
   Google Scholar
• Karagöl, F., et al., 2013. The influence of calcium nitrate as antifreeze admixture on the compressive strength of concrete exposed to low temperatures. Cold Regions Science and Technology, 89, 30–35.
   Web of Science ®Google Scholar
• Konduru, H., Rangaraju, P., and Amer, O., 2020. Reliability of Miniature Concrete Prism Test in Assessing Alkali-Silica Reactivity of Moderately Reactive Aggregates. 0361198120912247.
   Google Scholar
• Korhonen, C. J, 2002. Off-the-shelf antifreeze admixtures. Engineer research and development center hanover NH cold regions research.
   Google Scholar
• Kozikowski, R. L., McCall, W. C., and Suprenant, B., 2014. Cold weather concreting strategies. Concrete international , 36 (5), 45–49.
   Google Scholar
• Latifee, E. R., and Rangaraju, P., 2015. Miniature concrete prism test: rapid test method for evaluating alkali-silica reactivity of aggregates. Journal of Materials in Civil Engineering, 27 (7), 04014215.
   Web of Science ®Google Scholar
• Li, M., 2009. Multi-scale design for durable repair of concrete structures.
   Google Scholar
• Li, M., and Li, V. C., 2006. Behavior of ECC/concrete layered repair system under drying shrinkage conditions.
   Google Scholar
• Li, M., and Li, V. C, 2011. High-early-strength engineered cementitious composites for fast, durable concrete repair-material properties. ACI Materials Journal, 108 (1), 3.
   Web of Science ®Google Scholar
• Mamirov, M., 2019. Using Theoretical and Experimental Particle Packing for Aggregate Gradation Optimization to Reduce Cement Content in Pavement Concrete Mixtures.
   Google Scholar
• Nassif, A. Y. and Petrou, M., 2013. Influence of cold weather during casting and curing on the stiffness and strength of concrete. Construction and Building Materials, 44, 161–167.
   Web of Science ®Google Scholar
• Porras, Y., Jones, C., and Schmiedeke, N., 2020. Freezing and thawing durability of high early strength portland cement concrete. Journal of Materials in Civil Engineering, 32 (5), 04020077.
   Web of Science ®Google Scholar
• Qian, J., et al., 2014. A method for assessing bond performance of cement-based repair materials. Construction and Building Materials, 68, 307–313.
   Web of Science ®Google Scholar
• Quezada, I., 2018. Investigating Rapid Concrete Repair Materials and Admixtures.
   Google Scholar
• Saha, A. K., et al., 2018. The ASR mechanism of reactive aggregates in concrete and its mitigation by fly ash: a critical review. Construction and Building Materials, 171, 743–758.
   Web of Science ®Google Scholar
• Saha, A. K. and Sarker, P., 2016. Expansion due to alkali-silica reaction of ferronickel slag fine aggregate in OPC and blended cement mortars. Construction and Building Materials, 123, 135–142.
   Web of Science ®Google Scholar
• Schindler, A. K., and Folliard, K., 2005. Heat of hydration models for cementitious materials. ACI Materials Journal, 102 (1), 24.
   Web of Science ®Google Scholar
• Sprinkel, M. M., and Ozyildirim, C, 2000. Evaluation of high performance concrete overlays placed on Route 60 over Lynnhaven Inlet in Virginia. Virginia Transportation Research Council.
   Google Scholar
• Thomas, N. J. J, 1987. Corrosion problems in reinforced concrete: why accelerators of cement hydration usually promote corrosion of steel. Journal of Materials Science, 22 (9), 3328–3334.
   Web of Science ®Google Scholar
• Wilson, M., Kosmatka, S. J. P. C. A., and Skokie, Ill, 2011. Design and control of concrete mixtures.
   Google Scholar
• Zhou, J., et al., 2016. Cement hydration and microstructure in concrete repairs with cementitious repair materials. Construction and Building Materials, 112, 765–772.
   Web of Science ®Google Scholar