325
Views
1
CrossRef citations to date
0
Altmetric
Articles

Influence of NMAS and groove depths on the static and fatigue shear performance of aggregate interlocking in PQC mixes

ORCID Icon & ORCID Icon
Pages 4574-4586 | Received 20 Nov 2020, Accepted 10 Aug 2021, Published online: 23 Aug 2021

References

  • Abdi Moghadam, M., and Izadifard, R., 2019. Evaluation of shear strength of plain and steel fibrous concrete at high temperatures. Construction and Building Materials, 215, 207–216.
  • Arora, S., and Singh, S.P, 2016. Analysis of flexural fatigue failure of concrete made with 100% coarse recycled concrete aggregates. Construction and Building Materials, 102, 782–791.
  • Bažant, Z.P., and Pfeiffer, P.A, 1986. Shear fracture tests of concrete. Materials and Structures, 19 (2), 111–121.
  • Brink, A.C., 2003. Modelling aggregate interlock load transfer at concrete pavement joints. (Doctoral Dissertation). University of Pretoria, Hatfield, South Africa.
  • Chandrappa, A.K., and Biligiri, K.P, 2016. Influence of mix parameters on pore properties and modulus of pervious concrete: an application of ultrasonic pulse velocity. Materials and Structures/Materiaux et Constructions, 49 (12), 5255–5271.
  • Chandrappa, A.K., and Biligiri, K.P, 2017. Flexural-fatigue characteristics of pervious concrete: statistical distributions and model development. Construction and Building Materials, 153, 1–15.
  • Chupanit, P., and Roesler, J.R, 2008. Fracture energy approach to characterize concrete crack surface roughness and shear stiffness. Journal of Materials in Civil Engineering, 20 (4), 275–282.
  • Colley, B.E. and Humphrey, H.A., 1967. Aggregate interlock at joints in concrete pavements. Highway Research Record, 189, HRB, 1–18. http://onlinepubs.trb.org/Onlinepubs/hrr/1967/189/189-001.pdf.
  • Covarrubias, V. J.P., 2012. Design of concrete pavement with optimized slab geometry. Revista ingeniería de construcción, 27 (3), 181–197.
  • Dudley, W.N., Wickham, R., and Coombs, N, 2016. An introduction to survival statistics: Kaplan–Meier analysis. Journal of the Advanced Practitioner in Oncology, 7 (1), 91–100.
  • Elices, M., and Rocco, C.G, 2008. Effect of aggregate size on the fracture and mechanical properties of a simple concrete. Engineering Fracture Mechanics, 75 (13), 3839–3851.
  • Figueira, D., et al., 2016. Push-off tests in the study of cyclic behavior of interfaces between concretes cast at different times. Journal of Structural Engineering, 142 (1), 04015101.
  • Goel, S., Singh, S.P., and Singh, P, 2012. Flexural fatigue strength and failure probability of self compacting fibre reinforced concrete beams. Engineering Structures, 40, 131–140.
  • Hillerborg, A, 1985. Results of three comparative test series for determining the fracture energy G F of concrete. Materials and Structures, 18 (5), 407–413.
  • Ioannides, A.M., and Korovesis, G.T, 1990. Aggregate interlock: a pure-shear load transfer mechanism. Transportation Research Record, 1286 (11), 14–24.
  • IRC:44, 2017. Guidelines for cement concrete mix design for pavements. New Delhi: Indian Road Congress.
  • IS:12089, 1987. Specification for granulated slag for the manufacture of Portland slag cement. New Delhi: Bureau of Indian Standards. (Reaffirmed 2018).
  • IS:269, 2015. Ordinary Portland cement- specifications. New Delhi: Bureau of Indian Standards.
  • IS:383, 2016. Coarse and fine aggregate for concrete – specification. New Delhi: Bureau of Indian Standards.
  • IS:516, 1959. Methods of tests for strength of concrete. New Delhi: Bureau of Indian Standards. (Reaffirmed 2004).
  • IS:5816, 1999. Splitting tensile strength of concrete – method of test. New Delhi: Bureau of Indian Standards. (Reaffirmed 2004).
  • IS:9103, 2018. Concrete admixtures-specifications. New Delhi: Bureau of Indian standards.
  • Issa, M.A., Chudnovsky, A., and Islam, M, 2003. Effect of notch/depth ratio on fracture behaviour of plain concrete. Role of Cement Science in Sustainable Development – Proceedings of the International Symposium – Celebrating Concrete: People and Practice, 27–36. doi:10.1680/rocisd.32477.0003.
  • Jayakesh, K., and Suresha, S.N, 2018. Experimental investigation of interface treatment technique on interface shear bond fatigue behavior of ultra-thin Whitetopping. Construction and Building Materials, 161, 489–500.
  • Jensen, E.A., and Hansen, W, 2000. Fracture energy test for highway concrete: determining the effect of coarse aggregate on crack propagation resistance. Transportation Research Record: Journal of the Transportation Research Board, 1730 (1), 10–17.
  • Jensen, E.A., and Hansen, W., 2001. Mechanism of load transfer-crack width relation in JPCP: influence of coarse aggregate properties. Proc., 7th International Conference on Concrete Pavements, Orlando, FL, pp. 589–605.
  • Jensen, E.A., and Hansen, W, 2006. Nonlinear aggregate interlock model for concrete pavements. International Journal of Pavement Engineering, 7 (4), 261–273.
  • Kappenman, R.F, 1985. Estimation for the three-parameter Weibull, lognormal, and gamma distributions. Computational Statistics and Data Analysis, 3 (C), 11–23.
  • Kasu, S.R., et al., 2019. Influence of aggregate size on flexural fatigue response of concrete. Construction and Building Materials, 229 (September), 116922.
  • Khalilpour, S., BaniAsad, E., and Dehestani, M, 2019. A review on concrete fracture energy and effective parameters. Cement and Concrete Research, 120 (March), 294–321.
  • Kumar, C.N.S., and Rao, T.D.G, 2010. Fracture parameters of high-strength concrete – mode II testing. Magazine of Concrete Research, 62 (3), 157–162.
  • Maitra, S.R., Reddy, K.S., and Ramachandra, L.S, 2010. Load transfer characteristics of aggregate interlocking in concrete pavement. Journal of Transportation Engineering, 136 (3), 190–195.
  • Mansur, M.A., Vinayagam, T., and Tan, K.-H, 2008. Shear transfer across a crack in reinforced high-strength concrete. Journal of Materials in Civil Engineering, 20 (4), 294–302.
  • Mattock, A.H., Li, W.K., and Wang, T.C, 1976. Shear transfer in lightweight reinforced concrete. PCI Journal, 21 (1), 20–39.
  • Mehta, P.K., and Monteiro, P.J.M, 2014. Concrete: microstructure, properties, and materials (4th ed). New York: McGraw-Hill Education.
  • Motamedi, S., Song, K. I., and Hashim, R, 2015. Prediction of unconfined compressive strength of pulverized fuel ash–cement–sand mixture. Materials and Structures, 48 (4), 1061–1073.
  • Nallathambi, P., Karihaloo, B.L., and Heaton, B.S, 1984. Effect of specimen and crack sizes, water/cement ratio and coarse aggregate texture upon fracture toughness of concrete. Magazine of Concrete Research, 36 (129), 227–236.
  • Nikbin, I.M., et al., 2014. Effect of coarse aggregate volume on fracture behavior of self compacting concrete. Construction and Building Materials, 52, 137–145.
  • Paulay, T., and Loeber, P. J., 1974. Shear Transfer By Aggregate Interlock. American Concrete Institute, ACI Special Publication, 42, 1–15. doi:10.14359/17277.
  • Pradena, M., and Houben, L, 2019. Joint faulting behaviour of innovative short concrete slabs. Proceedings of the Institution of Civil Engineers - Municipal Engineer, 172 (3), 157–163.
  • Pruijssers, A.F., and Lung, G.L, 1985. Shear transfer across a crack in concrete subjected to repeated loading. Stevin Report 5-85-12.
  • Rao, K.B., Desai, V.B., and Mohan, D.J, 2012. Experimental investigations on mode II fracture of concrete with crushed granite stone fine aggregate replacing sand. Materials Research, 15 (1), 41–50.
  • Rao, G.A., and Prasad, B.K.R, 2002. Fracture energy and softening behavior of high-strength concrete. Cement and Concrete Research, 32 (2), 247–252.
  • Reinhardt, H.W., et al., 1997. Shear of structural concrete members and pure mode II testing. Advanced Cement Based Materials, 5 (3–4), 75–85.
  • Reinhardt, H.W., and Xu, S, 2000. A practical testing approach to determine mode II fracture energy G(IIF) for concrete. International Journal of Fracture, 105 (2), 107–125.
  • Roesler, J.R., and Barenberg, E.J, 1999. Fatigue and static testing of concrete slabs. Transportation Research Record: Journal of the Transportation Research Board, 1684 (1), 71–80.
  • Roesler, J., and Chupanit, P, 2005, August 10–12. Effect of coarse aggregate on concrete fracture energy and joint stiffness. Workshop on Fracture Mechanics for Concrete Pavements, Copper Mountain, Colorado, USA, 117–121. https://www.researchgate.net/profile/Lev-Khazanovich/publication/233013316_Finite_element_study_of_partial-depth_cracks_in_restrained_PCC_slabs/links/556496bd08ae89e758fd929c/Finite-element-study-of-partial-depth-cracks-in-restrained-PCC-slabs.pdf.
  • Roesler, J.R., Hiller, J.E., and Littleton, P.C, 2005. Large-scale airfield concrete slab fatigue tests. Proceedings – 8th International Conference on Concrete Pavements: Innovations for Concrete Pavement: Technology Transfer for the Next Generation, 3, 1247–1268.
  • Saouma, V.E., et al., 1991. Effect of aggregate and specimen size on fracture properties of dam concrete. Journal of Materials in Civil Engineering, 3 (3), 204–218.
  • Singh, S.P., and Kaushik, S.K, 2003. Fatigue strength of steel fibre reinforced concrete in flexure. Cement and Concrete Composites, 25 (7), 779–786.
  • Siregar, A.P.N., Rafiq, M.I., and Mulheron, M, 2017. Experimental investigation of the effects of aggregate size distribution on the fracture behaviour of high strength concrete. Construction and Building Materials, 150, 252–259.
  • Theodorsson, E, 1988. BASIC computer program to summarize data using nonparametric and parametric statistics including Anderson-Darling test for normality. Computer Methods and Programs in Biomedicine, 26 (2), 207–213.
  • Walraven, J.C., 1980. Aggregate Interlock: a theoretical and experimental analysis (Doctoral dissertation). Delft University.
  • Wattar, S.W., 2001. Aggregate interlock behavior of large crack width concrete joints in PCC airport pavements (Doctoral dissertation). University of Illinois at Urbana-Champaign.
  • Yang, K.-H., et al., 2012. Shear capacity of monolithic concrete joints without transverse reinforcement. Magazine of Concrete Research, 64 (9), 767–779.
  • Yi, W.-J., Deng, Q., and Tang, F, 2017. Effect of coarse aggregate size on the shear behavior of beams without shear reinforcement. ACI Structural Journal, 114 (5), 1131–1142.
  • Zimmermann, T., Strauss, A., and Bergmeister, K, 2012. Structural behavior of low-and normal-strength interface mortar of masonry. Materials and Structures/Materiaux et Constructions, 45 (6), 829–839.

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.