Performance engineered repair mixtures (PERM) for partial depth repairs

References

• ABAQUS. (v. 2019). ABAQUS theory manual.
   Google Scholar
• Performance Engineered Mixtures (PEM) for Concrete Pavements, Federal Highway Administration National Concrete Consortium. MAP Brief April 2019.
   Google Scholar
• Superseded, Technical Advisory T 5040.30 Concrete Pavement Joints - Pavements - Federal Highway Administration. https://www.fhwa.dot.gov/pavement/t504030.cfm.
   Google Scholar
• AASHTO T, 1993. Guide for design of pavement structures, 1993.
   Google Scholar
• AASHTO T336, 2019. Standard method of test for coefficient of thermal expansion of hydraulic cement concrete.
   Google Scholar
• Abbasnia, R., Godossi, P., and Ahmadi, J., 2005. Prediction of restrained shrinkage based on restraint factors in patching repair mortar. Cement and Concrete Research, 35 (10), 1909–1913.
   Web of Science ®Google Scholar
• Afroughsabet, V. and Teng, S., 2020. Experiments on drying shrinkage and creep of high performance hybrid-fiber-reinforced concrete. Cement and Concrete Composites, 106, 103481.
   Web of Science ®Google Scholar
• Al-Kheetan, M.J., Rahman, M.M., and Chamberlain, D.A., 2019. Optimum mix design for internally integrated concrete with crystallizing protective material. Journal of Materials in Civil Engineering, 31 (7), 04019101.
   Web of Science ®Google Scholar
• Aslam, M., et al., 2016. Benefits of using blended waste coarse lightweight aggregates in structural lightweight aggregate concrete. Journal of Cleaner Production, 119, 108–17.
   Web of Science ®Google Scholar
• ASTM C143, 2020. Standard test method for slump of hydraulic-cement concrete.
   Google Scholar
• ASTM C173, 2016. Standard test method for air content of freshly mixed concrete by the volumetric method.
   Google Scholar
• ASTM C231, 2017. Standard test method for air content of freshly mixed concrete by the pressure method.
   Google Scholar
• ASTM C39, 2021. Standard test method for compressive strength of cylindrical concrete specimens.
   Google Scholar
• ASTM C469, 2014. Standard test method for static modulus of elasticity and Poisson’s ratio of concrete in compression.
   Google Scholar
• ASTM C596, 2018. Standard test method for drying shrinkage of mortar containing hydraulic cement.
   Google Scholar
• ASTM C882, 2020. Standard test method for bond strength of epoxy-resin systems used with concrete by slant shear.
   Google Scholar
• Barret, T., Miller, A., and Weiss, W.J., 2015. Documentation of the INDOT experience and construction of bridge decks containing internal curing. Indianapolis, IN: Indiana Department of Transportation.
   Google Scholar
• Bentz, D.P., et al., 2015. Influence of internal curing on properties and performance of cement-based repair materials. Gaithersburg, MD: US Department of Commerce. National Institute of Standards and Technology.
   Google Scholar
• Bentz, D.P., et al., 2017. Influence of aggregate characteristics on concrete performance. Gaithersburg, MD: US Department of Commerce. National Institute of Standards and Technology.
   Google Scholar
• Bentz, D.P., Lura, P., and Roberts, J.W., 2005. Mixture proportioning for internal curing. Concrete International, 27 (2), 35–40.
   Google Scholar
• Bentz, D.P. and Weiss, W.J., 2011. Internal curing: a 2010 state of the art review. NISTIR-7765. Gaithersburg, MD: National Institute of Standards and Technology (NIST).
   Google Scholar
• Beushausen, H. and Alexander, M.G., 2007. Localised strain and stress in bonded concrete overlays subjected to differential shrinkage. Materials and Structures, 40 (2), 189–199.
   Web of Science ®Google Scholar
• Burnham, T.R., Johnson, E., and Worel, B.J., 2016. Performance of various partial-depth repair materials at the MnROAD facility. Maplewood, MN: Minnesota Department of Transportation. Research Services and Library.
   Google Scholar
• Chen, D.-H., Lin, H.-H., and Sun, R., 2011. Field performance evaluations of partial-depth repairs. Construction and Building Materials, 25 (3), 1369–1378.
   Web of Science ®Google Scholar
• Chilwesa, M., et al., 2019. Shrinkage induced edge curling and debonding in slab elements reinforced with bonded overlays: influence of fibers and SRA. Cement and Concrete Composites, 102, 105–115.
   Web of Science ®Google Scholar
• Costa, H., Julio, E. and Lourenco, J., 2012. New approach for shrinkage prediction of high-strength lightweight aggregate concrete. Construction and Building Materials, 35, 84–91.
   Web of Science ®Google Scholar
• Environmental Protection Agency (EPA), 2016. Lightweight aggregate manufacturing. In AP-42: compilation of air emissions factors. Washington, DC: Environmental Protection Agency.
   Google Scholar
• Frentress, D. and Harrington, D., 2011. Partial-depth repairs for concrete pavements. MAP Brief 7-2, CP Road Map.
   Google Scholar
• Golias, M., Castro, J., and Weiss, J., 2012. The influence of the initial moisture content of lightweight aggregate on internal curing. Construction and Building Materials, 35, 52–62.
   Web of Science ®Google Scholar
• Graybeal, B.A., et al., 2018. Application of internal curing in cementitious grouts for prefabricated bridge concrete elements connections. Advances in Civil Engineering Materials, 7 (4), 628–643.
   Web of Science ®Google Scholar
• Ioannides, A.M., Peng, J., and Swindler Jr, J.R., 2006. ABAQUS model for PCC slab cracking. International Journal of Pavement Engineering, 7 (4), 311–321.
   Google Scholar
• Jensen, O.M. and Hansen, P.F., 2002. Water-entrained cement-based materials: II. Experimental observations. Cement and Concrete Research, 32 (6), 973–978.
   Web of Science ®Google Scholar
• Jung, Y., et al., 2017. Interface behavior of partial depth repair for airport concrete pavement subjected to differential volume change. Construction and Building Materials, 143, 515–521.
   Web of Science ®Google Scholar
• Kang, S.-H., Moon, J., and Hong, S., 2016. Effect of internal curing by super-absorbent polymer (SAP) on hydration, autogenous shrinkage, durability and mechanical characteristics of ultra-high performance concrete (UHPC). Journal of the Korea Concrete Institute, 28 (3), 317–328.
   Google Scholar
• Khazanovich, L., et al. 2000. ISLAB2000-finite element analysis program for rigid and composite pavements. User’s guide. Champaign, IL: ERES Consultants.
   Google Scholar
• Kong, X., Zhang, Z., and Lu, Z., 2015. Effect of pre-soaked superabsorbent polymer on shrinkage of high-strength concrete. Materials and Structures, 48 (9), 2741–2758.
   Web of Science ®Google Scholar
• Laustsen, S., Hasholt, M.T., and Jensen, O.M., 2015. Void structure of concrete with superabsorbent polymers and its relation to frost resistance of concrete. Materials and Structures, 48 (1), 357–368.
   Web of Science ®Google Scholar
• Lei, X., et al., 2020. Effect of internal curing with superabsorbent polymers on bond behavior of high-strength concrete. Advances in Materials Science and Engineering, 2020, 1–13.
   Web of Science ®Google Scholar
• Lopez, M., Kahn, L.F., and Kurtis, K.E., 2010. High-strength self-curing low-shrinkage concrete for pavement applications. International Journal of Pavement Engineering, 11 (5), 333–342.
   Web of Science ®Google Scholar
• Lyu, Z., et al., 2020. Absorption characteristics and shrinkage mitigation of superabsorbent polymers in pavement concrete. International Journal of Pavement Engineering, 23 (2), 1–15.
   Web of Science ®Google Scholar
• Mapa, D.G., et al., 2021. Effect of different cracking mitigation measures on high early–strength concrete performance. Journal of Materials in Civil Engineering, 33 (8), 04021205.
   Web of Science ®Google Scholar
• Mechtcherine, V., 2016. Use of superabsorbent polymers (SAP) as concrete additive. RILEM Technical Letters, 1, 81–87.
   Google Scholar
• Mukhopadhyay, A.K., Neekhra, S., and Zollinger, D.G., 2007. Preliminary characterization of aggregate coefficient of thermal expansion and gradation for paving concrete. Austin, TX: Texas Department of Transportation, Research and Technology Implementation Office.
   Google Scholar
• Naik, T.R., Kraus, R.N., and Kumar, R., 2011. Influence of types of coarse aggregates on the coefficient of thermal expansion of concrete. Journal of Materials in Civil Engineering, 23 (4), 467–472.
   Web of Science ®Google Scholar
• Olidis, C. and Hein D., 2004a. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Annual conference of the transportation association of Canada.
   Google Scholar
• Olidis, C. and Hein, D., 2004b. Guide for the mechanistic-empirical design of new and rehabilitated pavement structures materials characterization: is your agency ready. In: 2004 Annual Conference of the Transportation Association of Canada. Citeseer.
   Google Scholar
• PennDOT, 2018. Publication 408: specifications. Harrisburgh, PA: Pennsylvania Department of Transportation.
   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
• Sharifi, N.P., et al., 2016. Application of lightweight aggregate and rice husk ash to incorporate phase change materials into cementitious materials. Journal of Sustainable Cement-Based Materials, 5 (6), 349–369.
   Web of Science ®Google Scholar
• Soliman, A.M. and Nehdi, M.L., 2011. Effect of drying conditions on autogenous shrinkage in ultra-high performance concrete at early-age. Materials and Structures, 44 (5), 879–899.
   Web of Science ®Google Scholar
• Tan, Y., et al., 2021. Effect of type and particle size of superabsorbent polymers on the hydration mechanism of pavement concrete. International Journal of Pavement Engineering, 1–18. doi:10.1080/10298436.2021.2011280
   Web of Science ®Google Scholar
• Valikhani, A., et al., 2020. Experimental evaluation of concrete-to-UHPC bond strength with correlation to surface roughness for repair application. Construction and Building Materials, 238, 117753.
   Web of Science ®Google Scholar
• Weiss, J., 2016. Internal curing for concrete pavements. FHWA-HIF-16-006. Washington, DC: Federal Highway Administration.
   Google Scholar
• Wilson, T.P., Smith, K.L., and Romine, A.R., 1999. Materials and procedures for rapid repair of partial-depth spalls in concrete pavements: manual of practice. FHWA-RD-99-152. Washington, DC: Federal Highway Administration.
   Google Scholar
• Yeon, J., et al., 2012. Guidelines for partial depth repair in continuously reinforced concrete pavement. Lubbock, TX: Texas Tech University, Lubbock Center for Multidisciplinary Research in Transportation.
   Google Scholar
• Zhang, J., Zhang, J., and Liu, Y., 2022. Modelling on temperature field of high-strength concrete pavement with the impact of internal curing. International Journal of Pavement Engineering, 23 (2), 464–475.
   Web of Science ®Google Scholar