Cement concrete pavement responses considering part-fill and part-cut subgrade characteristics

References

• Allen, G.E., and Packard, R.G., 1984. New PCA Thickness Design for Concrete Highway and Street Pavements. Rotterdam, Netherlands: Balkema (AA).
   Google Scholar
• Brand, A.S., et al., 2013. Effects of a nonuniform subgrade support on the responses of concrete pavement. Urbana, IL: Urbana-Champaign, U.O.I.A., No. ICT-13-027.
   Google Scholar
• Brand, A.S., and Roesler, J.R., 2012. Effect of nonuniform foundation support on concrete slab responses. 10th international conference on concrete pavements. Québec City, QC, Canada: Transportation Research Board.
   Google Scholar
• Brand, A.S., and Roesler, J.R, 2014. Finite element analysis of a concrete slab under various non-uniform support conditions. International Journal of Pavement Engineering, 15 (5), 460–470. Available from: http://doi.org/10.1080/10298436.2013.837463.
   Web of Science ®Google Scholar
• Chen, D.H., Hong, F., and Yuan, J., 2012. Effect of tie bars on the field performance of full-depth repair on concrete pavement. Road Materials and Pavement Design, 13 (1), 12–25. Available from: http://doi.org/10.1080/14680629.2011.644076.
   Web of Science ®Google Scholar
• Chen, D.H., Won, M.C., and Hong, F., 2009. Investigation of settlement of a jointed concrete pavement. Journal of Performance of Constructed Facilities, 23 (6), 440–446. Available from: http://doi.org/10.1061/(ASCE)CF.1943-5509.0000050.
   Web of Science ®Google Scholar
• Choi, S., and Won, M.C., 2009. Design of tie bars in Portland cement concrete pavement considering nonlinear temperature variations. Transportation Research Record, 2095 (03), 24–33. Available from: http://doi.org/10.3141/2095-03.
   Google Scholar
• Chou, Y.T., 1983. Comparative analyses of rigid pavements. Journal of Transportation Engineering, 109 (5), 669–688. Available from: http://doi.org/10.1061/(ASCE)0733-947X(1983)109:5(669).
   Google Scholar
• Danzeng, P., and Xiao, Y., 2017. Discussion on rush repair measures for roadbed water damage along the river in Changdu, Tibet. Tibet Science and Technology, 295 (10), 63–65.
   Google Scholar
• Deng, W., et al., 2004. Nonlinear FEM analysis on influence of asphalt pavement deformation under non-homogenous settlement of roadbed. China Journal of Highway and Transport, 17 (1), 12–15. Available from: http://doi.org/10.3321/j.issn:1001-7372.2004.01.003.
   Google Scholar
• Gu, H., et al., 2019. Comparisons of two typical specialized finite element programs for mechanical analysis of cement concrete pavement. Mathematical Problems in Engineering, 2019, Article ID 9178626, 11. Available from: http://doi.org/10.1155/2019/9178626.
   Web of Science ®Google Scholar
• Ha, S., Choi, S., and Won, M.C., 2010. Behavior of tied multiple-lane Portland cement concrete pavement: effects of environmental loading and dowel bar use. Transportation Research Record, 2154 (06), 57–77. Available from: http://doi.org/10.3141/2154-06.
   Google Scholar
• Huang, Y.H., 1993. Pavement analysis and design. Englewood Cliffs, NJ: Prentice-Hall.
   Google Scholar
• Huang, Q., et al., 2004. Experimental research on incoordinate deformation between existing subgrade and the widening one. Journal of Highway and Transportation Research and Development, 21 (12), 18–21.
   Google Scholar
• Huang, Y.H., 2004. Pavement analysis and design. Upper Saddle River, NJ: Prentice-Hall.
   Google Scholar
• Huang, Y.H., and Deng, X., 1983. Finite element analysis of jointed concrete pavements. Journal of Transportation Engineering, 109 (5), 689–705. Available from: http://doi.org/10.1061/(ASCE)0733-947X(1983)109:5(689).
   Google Scholar
• Huang, Q., Ling, J., and Qian, J., 2005. Influence of pavement under discrepant deformation after construction between existing subgrade and that to be widened. Journal of Tongji University (Natural Science), 33 (6), 759–762.
   Google Scholar
• Huang, Y.H., and Wang, S.T., 1974. Finite-element analysis of rigid pavements with partial subgrade contact. 53rd annual meeting of the Highway Research Board. Washington District of Columbia, United States: Transportation Research Board.
   Google Scholar
• Jiang, X., 2005. Engineering behaviour of unconventional subgrades and influence on pavement responses. Thesis (PhD). Southwest Jiaotong University.
   Google Scholar
• Jiang, X., and Qiu, Y., 2006. The influences of the asphalt pavement deformation due to the differential subgrade settlements. Hydrogeology & Engineering Geology, 2006 (4), 16–19. Available from: https://kns.cnki.net/kcms/detail/detail.aspx?FileName=SWDG200604006&DbName=CJFQ2006.
   Google Scholar
• Jiang, X., Qiu, Y.J., and Gu, H.Y., 2021. Practical guide for cement concrete pavement structure analysis computer program-KENSLABS. Beijing, People’s Republic of China: China Science Publishing & Media Ltd.
   Google Scholar
• Khazanovich, L., 2000. ISLAB2000 – finite element analysis program for rigid and composite pavements. Champaign, IL: ERES Consultants.
   Google Scholar
• Li, J., et al., 2019. Numerical method of flexible pavement considering moisture and stress sensitivity of subgrade soils. Advances in Civil Engineering, 2019, Article ID 7091210, 10. Available from: http://doi.org/10.1155/2019/7091210.
   Web of Science ®Google Scholar
• Meng, Q., et al., 2007. Centrifugal modeling test study on high-embankment widening of highway. Chinese Journal of Rock Mechanics and Engineering, 26 (3), 580–586. Available from: https://kns.cnki.net/kcms/detail/detail.aspx?FileName=YSLX200703019&DbName=CJFQ2007.
   Google Scholar
• Miao, L., 2016. The analysis of mechanics response of cement concrete pavement with void and joint load transfer coupling. Thesis (MEng). Southwest Jiaotong University.
   Google Scholar
• Peng, J., et al., 2020. Modeling humidity and stress-dependent subgrade soils in flexible pavements. Computers and Geotechnics, 120, 103413. Available from: http://doi.org/10.1016/j.compgeo.2019.103413.
   Web of Science ®Google Scholar
• Roesler, J.R., et al., 2016. Concrete slab analyses with field-assigned nonuniform support conditions. International Journal of Pavement Engineering, 17 (7), 578–589. Available from: http://doi.org/10.1080/10298436.2015.1007231.
   Web of Science ®Google Scholar
• Weng, X., Nie, Y., and Lu, J., 2015. Strain monitoring of widening cement concrete pavement subjected to differential settlement of foundation. Journal of Sensors, 2015, Article ID 679549, 1–7. Available from: http://doi.org/10.1155/2015/679549.
   Web of Science ®Google Scholar
• Weng, X., and Wang, W., 2011. Influence of differential settlement on pavement structure of widened roads based on large-scale model test. Journal of Rock Mechanics and Geotechnical Engineering, 3 (1), 90–96. Available from: http://doi.org/10.3724/SP.J.1235.2011.00090.
   Google Scholar
• Zhang, X., et al., 2000. Nonlinear FEM analysis on influence of asphalt pavement deformation under non-homogenous settlement of roadbed. China Harbour Engineering, 2000 (6), 41–44. Available from: https://kns.cnki.net/kcms/detail/detail.aspx?FileName=GKGC200006011&DbName=CJFQ2000.
   Google Scholar
• Zhang, Y., 2009. Study on the differential settlement characteristic and controlling measure of expressway in mountain area. Thesis (PhD). Chang'an University.
   Google Scholar
• Zheng, Z., and Zeng, Z., 2005. Investigation and analysis on settlement diseases of high fill embankment in western region. Journal of Highway and Transportation Research and Development, 22 (9), 107–110. Available from: https://kns.cnki.net/kcms/detail/detail.aspx?dbname=CJFD2005&filename=GLJK2005S2030&dbcode=CJFD.
   Google Scholar