The role of predictive models for resilient modulus of unbound materials in pavement FWD-deflection assessment

References

• Carmichael III, R. F., & Stuart, E. (1985). Predicting resilient modulus: A study to determine the mechanical properties of subgrade soils. Transportation Research Record TRR 1043, Transportation Research Board, National Research Council (pp. 145–148). Washington, DC.
   Google Scholar
• Cary, C. E., & Zapata, C. E. (2010). Enhanced model for resilient response of soils resulting from seasonal changes as implemented in mechanistic–empirical pavement design guide. Transportation Research Record: Journal of the Transportation Research Board, No. 2170, Transportation Research Board of the National Academies (pp. 36–44). Washington, DC.
   Google Scholar
• Cary, C. E., & Zapata, C. E. (2011). Resilient modulus for unsaturated unbound materials. Road Materials and Pavement Design, 12(3), 615–638. doi: 10.1080/14680629.2011.9695263
   Web of Science ®Google Scholar
• Dai, S., & Zollars, J. (2002). Resilient modulus of minnesota road research project subgrade soil. Transportation Research Record 1786, TRB, National Research Council (pp. 20–28). Washington, DC.
   Google Scholar
• Drumm, E. C., Boateng-Poku, Y., & Johnson Pierce, T. (1990). Estimation of subgrade resilient modulus from standard tests. Journal of Geotechnical Engineering, 116(5), 774–789. doi: 10.1061/(ASCE)0733-9410(1990)116:5(774)
   Google Scholar
• Drumm, E. C., Reeves, J. S., Madgett, M. R., & Trolinger, W. D. (1997). Subgrade resilient modulus correction for saturation effects. Journal of Geotechnical and Geoenvironmental Engineering, 123(7), 663–670. doi: 10.1061/(ASCE)1090-0241(1997)123:7(663)
   Web of Science ®Google Scholar
• EdrisJr, E. V., & Lytton, R. L. (1976, May). Dynamic properties of subgrade soils including environmental effects (Texas Transportation Institute Report No. TTI-2-18-74-164-3). College Station, TX: Texas A&M University.
   Google Scholar
• Elshaer, M. H. (2017). Assessing the mechanical response of pavements during and after flooding (Doctoral dissertation). University of New Hampshire.
   Google Scholar
• Elshaer, M., Ghayoomi, M., & Daniel, J. S. (2017). Impact of subsurface water on the structural performance of inundated flexible pavements. International Journal of Pavement Engineering. doi: 10.1080/10298436.2017.1366767
   Web of Science ®Google Scholar
• Elshaer, M., Ghayoomi, M., & Daniel, J. S. (2018). Methodology to evaluate performance of pavement structure using soil moisture profile. Road Materials and Pavement Design, 19(4), 952–971. doi: 10.1080/14680629.2017.1283356
   Web of Science ®Google Scholar
• Erlingsson, S. (2010). Modelling of rutting performance – Comparison with LTPP Road Sections (NordFoU PPM, Nordic Cooperation Program, report no 2.4.1). Retrieved from http://www.nordfou.org
   Google Scholar
• Fredlund, D. G., & Morgenstern, N. R. (1977). Stress state variables for unsaturated soils. Journal of Geotechnical and Geoenvironmental Engineering, 103(ASCE 12919), 447–466.
   Google Scholar
• Fredlund, D. G., & Xing, A. (1994). Equations for the soil-water characteristic curve. Canadian Geotechnical Journal, 31(4), 521–532. doi: 10.1139/t94-061
   Web of Science ®Google Scholar
• George, K. P. (2004). Prediction of resilient modulus from soil index properties (Final Report, MS-DOT-RD-04-172).
   Google Scholar
• Han, Z., & Vanapalli, S. K. (2015). Model for predicting resilient modulus of unsaturated subgrade soil using soil-water characteristic curve. Canadian Geotechnical Journal, 52(10), 1605–1619. doi: 10.1139/cgj-2014-0339
   Web of Science ®Google Scholar
• Huang, Y. H. (2004). Pavement analysis and design. Upper Saddle River, NJ: Pearson/Prentice Hall.
   Google Scholar
• Khoury, C., Khoury, N., & Miller, G. (2010). Effect of suction hysteresis on resilient modulus of fine-grained soil. Transportation Research Board 89th Annual Meeting Compendium Papers (CD-ROM) (pp. 10–14). Transportation Research Board, Washington, DC.
   Google Scholar
• Mehrotra, A., Abu-Farsakh, M., & Gaspard, K. (2016). Development of subgrade M r constitutive models based on physical soil properties. Road Materials and Pavement Design, 1–15. doi: 10.1080/14680629.2016.1235506
   Web of Science ®Google Scholar
• Mohammad, L., Huang, B., Puppala, A., & Allen, A. (1999). Regression model for resilient modulus of subgrade soils. Transportation Research Record: Journal of the Transportation Research Board, 1687, 47–54. doi: 10.3141/1687-06
   Google Scholar
• Moossazadeh, J., & Witczak, M. W. (1981). Prediction of subgrade moduli for soil that exhibits nonlinear behavior. Transportation Research Records. 810, Transportation Research Board (pp. 9–17), Washington, DC.
   Google Scholar
• NCHRP 1-28A. (2004). National cooperative highway research program, laboratory determination of resilient modulus for flexible pavement design. Research Results Digest, 285, TransportationResearch Board of the National Academies, Washington, DC.
   Google Scholar
• NCHRP 1-37A. (2002). National cooperative highway research program, input data for the calibration and validation of the 2002 design guide for new constructed flexible pavement sections. Development of 2002 Guide for the Design of New and Rehabilitated Pavement Structures, 280, Transportation Research Board of the National Academies, Washington, DC.
   Google Scholar
• Ng, K., Henrichs, Z. R., Ksaibati, K., & Wulff, S. S. (2017). Resilient modulus of subgrade materials for mechanistic-empirical pavement design guide. Road Materials and Pavement Design, 1–23. doi: 10.1080/14680629.2017.1323662
   Web of Science ®Google Scholar
• Perera, Y. Y., Zapata, C. E., Houston, W. N., & Houston, S. L. (2005). Prediction of the soil-water characteristic curve based on grain-size-distribution and index properties. Advances in Pavement Engineering (pp. 1–12).
   Google Scholar
• Santha, B. L. (1994). Resilient modulus of subgrade soils (1994): Comparison of two constitutive equations. Transportation Research Record 1462 (pp. 79–90). TRB, National Research Council, Washington, DC.
   Google Scholar
• Seed, H. B., Mitry, F. G., Monismith, C. L., & Chan, C. K. (1967). Prediction of pavement deflection from laboratory repeated load tests (NCHRP Rep. No. 35). Washington, DC.
   Google Scholar
• Truss, D. P. (2004). Pavement deflection data as a tool for the prediction of Freeze/Thaw response (Master’s Thesis). University of Tennessee.
   Google Scholar
• Witczak, M. W., Houston, W. N., & Andrei, D. (2000). Resilient modulus as function of soil moisture – A study of the expected changes in resilient modulus of the unbound layers with changes in moisture for 10 LTPP sites. Development of the 2002 Guide DD-3.35 for the Development of New and Rehabilitated Pavement Structures, NCHRP 1-37 A, Inter Team Technical Report (Seasonal 2).
   Google Scholar
• Witczak, M., & Uzan, J. (1988). The universal airport design system,Report I of IV. Granular material characterization. Rep. to Department of Civil Engineering, Univ. of Maryland, College Park, Md.
   Google Scholar
• Yau, A., & Von Quintus, H. L. (2002). Study of LTPP laboratory resilient modulus test data and response characteristics (No. FHWA-RD-02-051).
   Google Scholar