Effect of delayed placement of layers on permeability and durability of roller-compacted concrete containing fly ash

References

• ACI (American Concrete Institute), 2011. Report on roller-compacted mass concrete. ACI 207.5R. Farmington Hills, MI: ACI.
   Google Scholar
• ACI Committee 546, 2014. ACI PRC-546-14. Guide to Concrete Repair.
   Google Scholar
• Adamu, M., Mohammed, B. S., and Liew, M. S, 2018. Mechanical properties and performance of high-volume fly ash roller compacted concrete containing crumb rubber and nano silica. Construction and Building Materials, 171, 521–538.
   Web of Science ®Google Scholar
• Aguiar, J. L., Camelo, A. M. R. O., and Ribeiro, A. C. B. S, 2002. Roller compacted concrete (RCC): strength and permeability of horizontal joints. Sustainable Concrete Construction, 751–760.
   Google Scholar
• ASTM C109 / C109M-21, 2021. Standard Test Method for compressive strength of hydraulic cement mortars (using 2-in. or [50 mm] cube specimens). West Conshohocken, PA: ASTM International. www.astm.org.
   Google Scholar
• ASTM C1170 / C1170M-20, 2020. Standard Test Method for determining consistency and density of roller-compacted concrete using a Vibrating table. West Conshohocken, PA: ASTM International. 2020, www.astm.org.
   Google Scholar
• ASTM C1435, 2020. . Standard practice for molding roller-compacted concrete in cylinder molds using a Vibrating hammer. West Conshohocken, PA: ASTM International. www.astm.org.
   Google Scholar
• ASTM C597-16, 2016. Standard Test Method for pulse velocity through concrete. West Conshohocken, PA: ASTM International. www.astm.org.
   Google Scholar
• ASTM C642-13, 2013. Standard Test Method for density, absorption, and voids in hardened concrete. West Conshohocken, PA: ASTM International. www.astm.org.
   Google Scholar
• ASTM C666 / C666M-15, 2015. Standard Test Method for resistance of concrete to rapid freezing and thawing. West Conshohocken, PA: ASTM International. www.astm.org.
   Google Scholar
• Atiş, C. D., et al., 2004. Strength properties of roller compacted concrete containing a non-standard high calcium fly ash. Materials Letters, 58 (9), 1446–1450.
   Web of Science ®Google Scholar
• Azizmohammadi, M., Toufigh, V., and Ghaemian, M, 2021. Experimental and analytical investigation on the interlayer of roller compacted concrete. Journal of Materials in Civil Engineering, 33 (5), 04021090.
   Web of Science ®Google Scholar
• Banthia, N., et al., 1992. Permeability of roller compacted concrete. Journal of Materials in Civil Engineering, 4 (1), 27–40.
   Google Scholar
• Banthia, N., and Mindess, S, 1989. Water permeability of cement paste. Cement and Concrete Research, 19 (5), 727–736.
   Web of Science ®Google Scholar
• Batis, G., et al., 1996. Durability of reinforced concrete made with composite cement containing kiln dust. Concrete for Environment Enhancement and Protection, 67–72.
   Google Scholar
• CEB-FIP, 1989. Diagnosis and assessment of concrete structures, state of art report. CEB Bull, 1989 (192), 83–85.
   Google Scholar
• Choi, Y. K., and Hansen, K. D, 2005. RCC/Soil-cement: what’s the difference? Journal of Materials in Civil Engineering, 17 (4), 371–378.
   Web of Science ®Google Scholar
• Diab, A. M., Abd Elmoaty, M., and Eldin, M. R. T, 2017. Slant shear bond strength between self-compacting concrete and old concrete. Construction and Building Materials, 130, 73–82.
   Web of Science ®Google Scholar
• Duan, Y., and Lai, G, 1995. Study on failure mechanism of roller compacted concrete gravity dam (in Chinese). In International Journal of Rock Mechanics and Mining Sciences and Geomechanics Abstracts, 8 (32), 401A.
   Google Scholar
• Elsharief, A., Cohen, M. D., and Olek, J, 2003. Influence of aggregate size, water cement ratio and age on the microstructure of the interfacial transition zone. Cement and Concrete Research, 33 (11), 1837–1849.
   Web of Science ®Google Scholar
• Gauthier, P., and Marchand, J, 2005. Design and construction of roller compacted concrete in Quebec. The Cement Association of Canada (CAC), Ottawa, Canada.
   Google Scholar
• Ghahari, S. A., Mohammadi, A., and Ramezanianpour, A. A, 2017. Performance assessment of natural pozzolan roller compacted concrete pavements. Case Studies in Construction Materials, 7, 82–90.
   Google Scholar
• Hazaree, C. V., 2007. Transport properties and freeze-thaw resistance of roller compacted concrete (RCC) for pavement applications. (Master's thesis, Iowa State University, Ames, USA).
   Google Scholar
• Hazaree, C., Ceylan, H., and Wang, K, 2011. Influences of mixture composition on properties and freeze–thaw resistance of RCC. Construction and Building Materials, 25 (1), 313–319.
   Web of Science ®Google Scholar
• He, Y., et al., 2017. Effects of interface roughness and interface adhesion on new-to-old concrete bonding. Construction and Building Materials, 151, 582–590.
   Web of Science ®Google Scholar
• Jiang, L., et al., 2015. Durability of concrete under sulfate attack exposed to freeze–thaw cycles. Cold Regions Science and Technology, 112, 112–117.
   Web of Science ®Google Scholar
• Junrui, C., et al., 2005. Coupled seepage and stress fields in roller compacted concrete dam. Communications in Numerical Methods in Engineering, 21 (1), 13–21.
   Web of Science ®Google Scholar
• Karimpour, A, 2010. Effect of time span between mixing and compacting on roller compacted concrete (RCC) containing ground granulated blast furnace slag (GGBFS). Construction and Building Materials, 24 (11), 2079–2083.
   Web of Science ®Google Scholar
• Kumar, A., et al., 2022. Effect of silica fume and fly ash as cementitious material on hardened properties and embodied carbon of roller compacted concrete. Environmental Science and Pollution Research, 29 (1), 1210–1222.
   PubMed Web of Science ®Google Scholar
• Leslie, J. R., and Cheesman, W. J, 1949. An ultrasonic method of studying deterioration and cracking in concrete structures. Journal of the American Concrete Institute, 21 (1), 17–36.
   Google Scholar
• Li, M. C., et al., 2015. Seepage and stress analysis of anti-seepage structures constructed with different concrete materials in an RCC gravity dam. Water Science and Engineering, 8 (4), 326–334.
   Google Scholar
• Liu, G., et al., 2018. Interlayer shear strength of roller compacted concrete (RCC) with various interlayer treatments. Construction and Building Materials, 166, 647–656.
   Web of Science ®Google Scholar
• Ma, H., and Li, Z, 2014. Multi-aggregate approach for modeling interfacial transition zone in concrete. ACI Materials Journal, 111 (2), 189.
   Web of Science ®Google Scholar
• Mardani-Aghabaglou, A., Andiç-Çakir, Ö., and Ramyar, K, 2013. Freeze–thaw resistance and transport properties of high-volume fly ash roller compacted concrete designed by maximum density method. Cement and Concrete Composites, 37, 259–266.
   Web of Science ®Google Scholar
• Mardani-Aghabaglou, A., and Ramyar, K, 2013. Mechanical properties of high-volume fly ash roller compacted concrete designed by maximum density method. Construction and Building Materials, 38, 356–364.
   Web of Science ®Google Scholar
• Maslehuddin, M., et al., 2009. Properties of cement kiln dust concrete. Construction and Building Materials, 23 (6), 2357–2361.
   Web of Science ®Google Scholar
• Mehta, P. K., and Monteiro, P. J. M, 2006. Concrete: microstructure, properties, and materials (3rd ed.). NJ: McGraw-Hill.
   Google Scholar
• Neville, A. M, 2011. Properties of concrete. 5th edition. Pearson education limited. London: Longman.
   Google Scholar
• Omran, A., et al., 2017. Production of roller-compacted concrete using glass powder: field study. Construction and Building Materials, 133, 450–458.
   Web of Science ®Google Scholar
• Qian, P., and Xu, Q, 2018. Experimental investigation on properties of interface between concrete layers. Construction and Building Materials, 174, 120–129.
   Web of Science ®Google Scholar
• Ribeiro, A. B., Diez-Cascon, J., and Gonçalves, A. F, 2001. Roller compacted concrete-tensile strength of horizontal joints. Materials and Structures, 34 (7), 413–417.
   Google Scholar
• Richardson, A. E., Coventry, K. A., and Wilkinson, S, 2012. Freeze/thaw durability of concrete with synthetic fibre additions. Cold Regions Science and Technology, 83, 49–56.
   Web of Science ®Google Scholar
• Rongmei, J., and Wei, F, 2007. Impact of interlayer and size effect on the mechanical performances of fully graded RCC. Water Power, 4, 008.
   Google Scholar
• Sha, S., Lei, Z., & Zhang, X., 2016. Study on failure mechanism of roller compacted concrete gravity dams by an isotropic damage model. In 2016 International conference on smart city and systems Engineering (ICSCSE) (pp. 68-71). IEEE.
   Google Scholar
• Shang, H. S., and Song, Y. P, 2013. Triaxial compressive strength of air-entrained concrete after freeze–thaw cycles. Cold Regions Science and Technology, 90, 33–37.
   Web of Science ®Google Scholar
• Tokyay, M., 2016. Cement and concrete mineral admixtures. 1 Florida-USA: CRC Press.
   Google Scholar
• TS 802, 2016. Design of concrete mixes, P 43.
   Google Scholar
• TS EN 1097-6, 2013. Tests for mechanical and physical properties of aggregates - Part 6: Determination of particle density and water absorption, P 51.
   Google Scholar
• TS EN 197-1, 2012. Cement - Part 1: Composition, specifications and conformity criteria for common cements, P 40.
   Google Scholar
• TS EN 450-1, 2013. Fly ash for concrete - Part 1: Definition, specifications and conformity criteria, P 33.
   Google Scholar
• Vahedifard, F., Nili, M., and Meehan, C. L, 2010. Assessing the effects of supplementary cementitious materials on the performance of low-cement roller compacted concrete pavement. Construction and Building Materials, 24 (12), 2528–2535.
   Web of Science ®Google Scholar
• Wang, K., Mishulovich, A., and Shah, S. P, 2007. Activations and properties of cementitious materials made with cement-kiln dust and class F fly ash. Journal of Materials in Civil Engineering, 19 (1), 112–119.
   Web of Science ®Google Scholar
• Williams, B. A., et al., 2013. Investigation of lift bonding for roller-compacted concrete with low normal loads at variable placement times. Geotechnical and Structures Laboratory US Army Engineer Research and Development Center, ERDC/GSL TR-13-7, 1–49.
   Google Scholar
• Williams, S. G, 2014. Construction of roller-compacted concrete pavement in the fayetteville shale play area, Arkansas. Transportation Research Record, 2408 (1), 47–54.
   Google Scholar
• Zhu, X., et al., 2020. Effects of double expansion agents on the properties of interlayer in roller-compacted concrete. Construction and Building Materials, 262, 1–12.
   Web of Science ®Google Scholar