156
Views
3
CrossRef citations to date
0
Altmetric
Research Article

Reconsidering the strength of concrete pavements

ORCID Icon &
Article: 2020270 | Received 09 Aug 2021, Accepted 13 Dec 2021, Published online: 04 Jan 2022

References

  • ACI 318, 2019. Building code requirements for structural concrete (ACI 318-19) and commentary. Farmington Hills, MI: American Concrete Institute.
  • ACI 330R, 2008. Guide for the design and construction of concrete parking lots. Farmington Hills, MI: American Concrete Institute.
  • American Association of State Highway and Transportation Officials, 1993. Guide for design of pavement structures. Washington, DC: AASHTO.
  • Armaghani, J. M., Larsen, T. J., and Smith, L. L., 1987. Temperature response of concrete pavements. Transportation Research Record, 1121, 23–33.
  • ASTM Standard C293, 2016. Standard test method for flexural strength of concrete (Using simple beam with center-point loading). West Conshohocken, PA: ASTM International.
  • ASTM Standard C39, 2020. Standard test method for compressive strength of cylindrical concrete specimens. West Conshohocken, PA: ASTM Intenational.
  • ASTM Standard C496, 2017. Standard test method for splitting tensile strength of cylindrical concrete specimens. West Conshohocken, PA: ASTM International.
  • ASTM Standard C78, 2018. Standard test method for flexural strength of concrete (Using simple beam with third-point loading). West Conshohocken, PA: ASTM International.
  • Bažant, Z. P., and Li, Z., 1995. Modulus of rupture: size effect due to fracture initiation in boundary layer. Journal of Structural Engineering, 121 (4), 739–746.
  • Bouzid, C., and Tia, M., 1995. Analysis and verification of thermal-gradient effects on concrete pavement. Journal of Transportation Engineering, 121 (1), 75–81. doi:10.1061/(ASCE)0733-947X(1995)121:1(75).
  • Bradbury, R. D., 1938. Reinforced concrete pavements. Washington, DC: Wire Reinforcement Institute.
  • Burmister, D. M., 1945. The general theory of stresses and displacements in layered systems. Journal of Applied Physics, 16 (2), 89–94.
  • Choubane, B., and Tia, M., 1992. Nonlinear temperature gradient effect on maximum warping stresses in rigid pavements. Transportation Research Record, 1370, 11–19.
  • Davids, W. G., et al., 2003. Three-dimensional finite element analysis of jointed plain concrete pavement with EverFE2.2. Transportation Research Record, 1853 (1), 92–99.
  • Gaedicke, C., Roesler, J., and Evangelista, F., Jr, 2012. Three-dimensional cohesive crack model prediction of the flexural capacity of concrete slabs on soil. Engineering Fracture Mechanics, 94, 1–12.
  • Guan, J., et al., 2019. Statistical analysis of concrete fracture using normal distribution pertinent to maximum aggregate size. Theoretical and Applied Fracture Mechanics, 101, 236–253.
  • Hoover, C. G., and Bažant, Z. P., 2013. Comprehensive concrete fracture tests: size effects of types 1 & 2, crack length effect and postpeak. Engineering Fracture Mechanics, 110, 281–289.
  • Hoover, C. G., and Bažant, Z. P., 2014. Universal size-shape effect law based on comprehensive concrete fracture tests. Journal of Engineering Mechanics, 140 (3), 473–479.
  • Huang, Y. H., 1974. Finite element analysis of slabs on elastic solids. Transportation Engineering Journal of ASCE, 100 (2), 403–416.
  • Ioannides, A. M., 1997. Fracture mechanics in pavement engineering: the specimen-size effect. Transportation Research Record, 1568 (1), 10–16.
  • Ioannides, A. M., and Khazanovich, L., 1998a. General formulation for multilayered pavement systems. Journal of Transportation Engineering, 124 (1), 82–90.
  • Ioannides, A. M., and Khazanovich, L., 1998b. Nonlinear temperature effects on multilayered concrete pavements. Journal of Transportation Engineering, 124 (2), 128–136.
  • Ioannides, A. M., Thompson, M. R., and Barenberg, E. J., 1985. Westergaard solutions reconsidered. Transportation Research Record, 1043, 13–23.
  • Jeong, J.-H., and Zollinger, D. G., 2005. Environmental effects on the behavior of jointed plain concrete pavements. Journal of Transportation Engineering, 131 (2), 140–148. doi:10.1061/(ASCE)0733-947X(2005)131:2(140).
  • Khazanovich, L., et al., 2000. ISLAB2000—finite element analysis program for rigid and composite pavements: user’s guide. Champaign, IL: ARA Inc., ERES Consultants Division.
  • Khazanovich, L., et al., 2001. Development of rapid solutions for prediction of critical continuously reinforced concrete pavement stresses. Transportation Research Record, 1778 (1), 64–72.
  • Kim, S. M., Won, M. C., and McCullough, B. F., 2003. Mechanistic modeling of continuously reinforced concrete pavement. ACI Structural Journal, 100 (5), 674–682.
  • Linder, C. P., and Sprague, I. C., 1955. Effect of depth of beam upon the modules of rupture of plain concrete. ASTM Proceedings, 55, 1062–1083.
  • National Cooperative Highway Research Program, 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structures. Washington, DC: Transportation Research Board. NCHRP Report 1-37A.
  • National Cooperative Highway Research Program, 2017. Incorporating slab/underlying layer interaction into the concrete pavement analysis procedures. Washington, DC: Transportation Research Board, NCHRP Report 1-51.
  • Park, K., Paulino, G. H., and Roesler, J. R., 2009. A unified potential-based cohesive model of mixed-mode fracture. Journal of the Mechanics and Physics of Solids, 57 (6), 891–908.
  • Richardson, J. M., and Armaghani, J. M., 1987. Stress caused by temperature gradient in Portland cement concrete pavement. Transportation Research Record, 1121, 7–13.
  • Roesler, J., et al., 2007. Concrete fracture prediction using bilinear softening. Cement and Concrete Composites, 29 (4), 300–312.
  • Roesler, J. R., and Barenberg, E. J., 1999. Fatigue and static testing of concrete slabs. Transportation Research Record, 1684 (1), 71–80.
  • Sen, S., and Khazanovich, L., 2021. A self-contained element for modeling crack propagation in beams. Engineering Fracture Mechanics, 242, 107460.
  • Smith, K. D., and Roesler, J. R., 2004. Review of fatigue models for concrete airfield pavement design. In: M. Karakouzian, ed., Airfield pavements: challenges and new technologies. Las Vegas: American Society of Civil Engineers, 231–258.
  • Tabatabaie, A. M., and Barenberg, E. J., 1978. Finite-element analysis of jointed or cracked concrete pavements. Transportation Research Record, 671, 11–19.
  • Tang, T., Zollinger, D. G., and Senadheera, S., 1993. Analysis of concave curling in concrete slabs. Journal of Transportation Engineering, 119 (4), 618–633.
  • Thomlinson, J., 1940. Temperature variations and consequent stresses produced by daily and seasonal temperature cycles in concrete slabs. Concrete Constructional Engineering, 36 (6), 298–307.
  • Thompson, M. R., et al., 1987. Characterizing temperature effects for pavement analysis and design. Transportation Research Record, 1121, 14–22.
  • Titus-Glover, L., et al., 2005. Enhanced Portland cement concrete fatigue model for streetpave. Transportation Research Record, 1919 (1), 29–37.
  • Wecharatana, M., and Shah, S. P., 1983. Predictions of nonlinear fracture process zone in concrete. Journal of Engineering Mechanics, 109 (5), 1231–1246.
  • Westergaard, H. M., 1926. Computation of stresses in concrete roads. Highway Research Board Proceedings, 5, pp. 90–112.
  • Westergaard, H. M., 1948. New formulas for stresses in concrete pavements in airfield. Transactions of the American Society of Civil Engineers. 113. Washington, DC: American Society of Civil Engineers.
  • Xu, P., and Needleman, A., 1994. Numerical simulations of fast crack growth in brittle solids. Journal of the Mechanics and Physics of Solids, 42 (9), 1397–1434.
  • Yang, W., Weiss, W. J., and Shah, S. P., 2000. Predicting shrinkage stress field in concrete slab on elastic subgrade. Journal of Engineering Mechanics, 126 (1), 35–42.
  • Zhang, J., Hou, D., and Gao, Y., 2013. Calculation of shrinkage stress in early-age concrete pavements. II: Calculation of shrinkage stress. Journal of Transportation Engineering, 139 (10), 971–980.
  • Zhang, J., and Leng, B., 2004. Analysis of shrinkage-induced stresses in concrete pavements. Magazine of Concrete Research, 56 (10), 585–595.
  • Zokaei-Ashtiani, A., Carrasco, C., and Nazarian, S., 2014. Finite element modeling of slab–foundation interaction on rigid pavement applications. Computers and Geotechnics, 62, 118–127.

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.