Development of a modulus of subgrade reaction model to improve slab-base interface bond sensitivity

References

• Adu-Osei, A., Little, D., and Lytton, R. L, 2001. Cross-anisotropic characterization of unbound granular materials. Transportation Research Record: Journal of the Transportation Research Board, 1757, 82–91. doi:10.3141/1757-10.
   Google Scholar
• ARA, Inc, 2004. Guide for mechanistic-empirical design of new and rehabilitated pavement structure. Draft final report 1-37A. Washington, DC: National Cooperative Highway Research Program, Transportation Research Board.
   Google Scholar
• Balmer, G. G., 1958. Shear strength and elastic properties of soil-cement mixtures under triaxial loading [online]. Available from: Portland Cement Association Research and Development Laboratories.
   Google Scholar
• Bari, M. E., Zollinger, D.G., and Jung, Y.S., 2013. Modeling and calibration of concrete slab interfacial effects. TRB 2013 Annual Meeting Compendium of Papers, Washington, DC: Transportation Research Board.
   Google Scholar
• Biot, M, 1922. Bending of an infinite beam on an elastic foundation. Journal of Applied Mathematics and Mechanics, 2 (3), 165–184.
   Google Scholar
• Boussinesq, J, 1885. Application des potentiels à l’étude de l’équilibre et du mouvement des solides élastiques. Lille, France: Gauthier-Villars.
   Google Scholar
• Clough, G. W., et al., 1981. Cemented sands under static loading. journal of Geotechnical and Geoenvironmental engineering. ASCE, 107 (GT6), 799–817.
   Google Scholar
• Croney, D, 1977. The design and performance of road pavements. UK: Transport and road research laboratory, HMSO.
   Google Scholar
• Delatte, N. J., Jr., Wade, D. M., and Fowler, D. W, 2000. Laboratory and field testing of concrete bond development for expedited bonded concrete overlays. ACI Materials Journal, 97 (3), 272–280.
   Web of Science ®Google Scholar
• Farouk, H., and Farouk, M., 2014a. Calculation of subgrade reaction modulus considering the footing-soil system rigidity. In: Proceedings of 2nd international conference on vulnerability and risk analysis and management (ICVRAM).
   Google Scholar
• Federal Highway Administration, 2001. Backcalculation of layer parameters for LTPP test sections-slab on elastic Solid and slab on dense-liquid foundation analysis of rigid pavements. Washington, DC: U.S. Department of Transportation. Publication No. FHWA-RD-00-086.
   Google Scholar
• Filonenko-Borodich, M, 1940. Some approximate theories of elastic foundation. Uchenyie Zapiski Moskovkogo Gosudarstuennogo Universiteta Mekhanika. Moscow, 46, 3–18.
   Google Scholar
• Gu, F., et al., 2016. Numerical modeling of geogrid-reinforced flexible pavement and corresponding validation using large-scale tank test. Construction and Building Materials, 122, 214–230. doi: 10.1016/j.conbuildmat.2016.06.081
   Web of Science ®Google Scholar
• Gu, F., et al., 2018. Prediction of geogrid-reinforced flexible pavement performance using artificial neural network approach. Road Materials and Pavement Design, 19, 1147–1163. doi:10.1080/14680629.2017.1302357.
   Web of Science ®Google Scholar
• Hall, K. T, 1991. Performance, evaluation, and rehabilitation of asphalt-overlaid concrete pavement. Ph.D. Dissertation, University of Illinois, Urbana, IL.
   Google Scholar
• Hetényi, M, 1971. Beams on elastic foundation: theory with applications in the fields of civil and mechanical engineering. Ann Arbor: University of Michigan.
   Google Scholar
• Hoffman, M. S., and Thompson, M. R., 1981. Mechanistic Interpretation of Nondestruction pavement testing deflection, Civil engineering studies, Transportation engineering series No. 32, Illinois Cooperative Highway and Transportation research series No. 190. Urbana, IL: University of Illinois.
   Google Scholar
• Horvath, J. S, 1983. New subgrade model applied to mat foundations. Journal of Geotechnical Engineering, 109 (12), 1567–1587. doi: 10.1061/(ASCE)0733-9410(1983)109:12(1567)
   Google Scholar
• Iancu-Bogdan, T., and Vasile, M., 2010. The modified Vlasov foundation model: an attractive approach for beams resting on elastic supports. EJGE, Vol. 15.
   Google Scholar
• Jeong, J., and Zollinger, D. G, 2001. Characterization of stiffness parameters in design of continuously reinforced and jointed pavements. Transportation Research Record: Journal of the Transportation Research Board, 1778, 54–63. doi: 10.3141/1778-07
   Google Scholar
• Jung, Y. S., and Zollinger, D. G, 2011. New laboratory-based mechanistic-empirical model for faulting in jointed concrete pavement. Transportation Research Record: Journal of the Transportation Research Board, 2226 (1), 60–70. doi: 10.3141/2226-07
   Google Scholar
• Kim, S. H., 2004. Prediction of level of anisotropy of aggregates based on gradation, shape, form, and textural properties. Ph.D. dissertation, Texas A&M Univ., College Station, TX.
   Google Scholar
• Lawrence, M. and Petterson, A., 1993. Brainmaker Professional: neural network simulation software user's guide and Reference Manual. Nevada City: California Scientific Software.
   Google Scholar
• Maree, J. H., 1978. Ontwerpparameters vir klipslag in plaveisels. Universiteit van Pretoria, 628pp.
   Google Scholar
• Masad, S., Little, D. N., and Masad, E, 2006. Analysis of flexible pavement response and performance using isotropic and anisotropic material properties. Journal of Transportation Engineering, 132 (4), 342–349. doi: 10.1061/(ASCE)0733-947X(2006)132:4(342)
   Web of Science ®Google Scholar
• MNDOT, 2007. Pavement design manual, Chapter 3.
   Google Scholar
• NCHRP, 2003. Harmonized test methods for laboratory determination of resilient modulus for flexible pavement design. Report 1-28 A. Washington, DC: Transportation Research Board.
   Google Scholar
• Oh, J.-H., Lytton, R. L., and Fernando, E, 2006. Modeling of pavement response using nonlinear cross-anisotropy approach. Journal of Transportation Engineering, 132 (6), 458–468. doi: 10.1061/(ASCE)0733-947X(2006)132:6(458)
   Web of Science ®Google Scholar
• Park, S. W., and Lytton, R. L, 2004. Effect of stress-dependent modulus and Poisson’s ratio on structural responses in thin asphalt pavements. Journal of Transportation Engineering, 130 (3), 387–394. doi: 10.1061/(ASCE)0733-947X(2004)130:3(387)
   Web of Science ®Google Scholar
• Pasternak, P., 1954. On a new method of an elastic foundation by means of two foundation constants. Gosudarstvennoe Izdatelstvo Literaturi po Stroitelstuve i Arkhitekture, Moscow.
   Google Scholar
• Rao, K., 2000. Dynamic soil tests and applications (First Edition). New Delhi: A. H. Wheeler & Co. Ltd.
   Google Scholar
• Saha, S., et al., 2018a. Prediction of soil-water Characteristic Curve for unbound material using Fredlund–xing Equation-based ANN approach. Journal of Materials in Civil Engineering, 30 (5), 06018002. doi: 10.1061/(ASCE)MT.1943-5533.0002241
   Web of Science ®Google Scholar
• Saha, S., et al., 2018b. Use of an artificial neural network approach for the prediction of resilient modulus for unbound granular material. Transportation Research Record: Journal of the Transportation Research Board, 0361198118756881, 1–11. doi:10.1177/0361198118756881.
   Google Scholar
• Shi, X., Fwa, T., and Tan, S, 1993. Warping stresses in concrete pavements on Pasternak foundation. Journal of Transportation Engineering, 119 (6), 905–913. doi: 10.1061/(ASCE)0733-947X(1993)119:6(905)
   Web of Science ®Google Scholar
• Shi, X., Tan, S., and Fwa, T, 1994. Rectangular thick plate with free edges on Pasternak foundation. Journal of Engineering Mechanics, 120 (5), 971–988. doi: 10.1061/(ASCE)0733-9399(1994)120:5(971)
   Web of Science ®Google Scholar
• Smith, K. D., et al., 2017. Using falling weight deflectometer data with Mechanistic-empirical design and analysis. Volume 1: final Report., DC, Washington: Federal Highway Administration.
   Google Scholar
• Tarr, S. M., et al., 1999. Bond interaction between concrete pavement and lean concrete base. Transportation Research Record: Journal of the Transportation Research Board, 1668, 9–16. doi: 10.3141/1668-02
   Google Scholar
• Terzaghi, K.V, 1955. Evalution of Conefficients of subgrade reaction. Geotechnique, 5, 297–326. doi: 10.1680/geot.1955.5.4.297
   Google Scholar
• Theyse, H, 2000. Laboratory design models for materials suited to labour-intensive construction. CSIR Transportek: Pretoria. Contract Report CR-99/038.
   Google Scholar
• Thompson, M. R, 1966. Shear strength and elastic properties of lime-soil mixtures. Highway Research Record, 139, 1–14.
   Google Scholar
• Tutumluer, E., Little, D. N., and Kim, S.-H, 2003. Validated model for predicting field performance of aggregate base courses. Transportation Research Record: Journal of the Transportation Research Board, 1837, 41–49. doi: 10.3141/1837-05
   Google Scholar
• Tutumluer, E., and Seyhan, U, 1999. Laboratory determination of anisotropic aggregate resilient moduli using an innovative test device. Transportation Research Record: Journal of the Transportation Research Board, 1687, 13–21. doi: 10.3141/1687-02
   Google Scholar
• Vallabhan, C. V. G. and Das, Y. C., 1988. An improved model for beams on elastic foundations. ASME Conference Proceeding, 1988, 19–23.
   Google Scholar
• Vallabhan, C.V.G., and Das, Y.C, 1991. A refined model for beams on elastic foundations. International Journal of Solids and Structures, 27, 629–637. doi: 10.1016/0020-7683(91)90217-4
   Web of Science ®Google Scholar
• Vesic, A. B, 1961. Beams on elastic subgrade and the Winkler’s hypothesis. Proceedings of the 5th International Conference on Soil Mechanics and Foundation Engineering, 1, 845–850.
   Google Scholar
• Vlasov, V. Z., and Leont’ev, N. N., 1966. Beams, plates and shells on elastic foundations. Jerusalem: Israel Program for Scientific Translations.
   Google Scholar
• Winkler, E, 1867. Die lehre von der elastizität und festigkeit (The theory of Elasticity and stiffness). Prague: Dominicus.
   Google Scholar
• Zhang, J., et al., 2018a. Geometric anisotropy modeling and shear behavior evaluation of graded crushed rocks. Construction and Building Materials, 183, 346–355. doi: 10.1016/j.conbuildmat.2018.06.188
   Web of Science ®Google Scholar
• Zhang, J., et al., 2018b. Characterisation of stress and Moisture-dependent resilient behavior for compacted Clays in South China. Road Materials and Pavement Design, doi:10.1080/14680629.2018.1481138.
   Web of Science ®Google Scholar
• Ziaie-Moayed, R., and Janbaz, M, 2009. Effective parameters on modulus of subgrade reaction in clayey soils. Journal of Applied Sciences, 9, 4006–4012. doi: 10.3923/jas.2009.4006.4012
   Google Scholar