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Research Article

Improvement strategies of cement concrete pavement structure on part-fill and part-cut subgrade

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Article: 2220869 | Received 04 Nov 2022, Accepted 29 May 2023, Published online: 09 Jun 2023

References

  • Allen, G.E., and Packard, R.G., 1984. New PCA thickness design for concrete highway and street pavements. In: Proceedings of the international transport congress. Montreal: Balkema (AA).
  • Brand, A.S., et al., 2013. Effects of a nonuniform subgrade support on the responses of concrete pavement. Illinois: Urbana-Champaign, U.O.I.A, No. ICT-13-027.
  • Brand, A.S., and Roesler, J.R., 2012. Effect of nonuniform foundation support on concrete slab responses. In: 10th international conference on concrete pavements. Québec City Québec, Canada: Transportation Research Board.
  • 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. doi:10.1080/10298436.2013.837463.
  • Chen, D.H., and Won, M, 2007. Field investigations of cracking on concrete pavements. Journal of Performance of Constructed Facilities, 21 (6), 450–458. doi:10.1061/(ASCE)0887-3828(2007)21:6(450).
  • China Communications Construction Co., Ltd., 2011. Specifications for design of highway cement concrete pavement. Beijing: China Communications Press Co.,Ltd.
  • China Communications Construction Co., Ltd, 2015. Specifications for design of highway subgrades. Beijing: China Communications Press Co.,Ltd.
  • China Communications Construction Co., Ltd., 2019. Technical specifications for construction of highway subgrade. Beijing: China Communications Press Co.,Ltd.
  • Chou, Y.T, 1983. Comparative analyses of rigid pavements. Journal of Transportation Engineering, 109 (5), 669–688. doi:10.1061/(ASCE)0733-947x(1983)109:5(669).
  • Evangelista, F.J., Roesler, J.R., and Duarte, C.A, 2012. Prediction of potential cracking failure modes in three-dimensional airfield rigid pavements with existing cracks and flaws. Transportation Research Record: Journal of the Transportation Research Board, 2266 (1), 11–19. doi:10.3141/2266-02.
  • Evangelista, F.J., Roesler, J.R., and Duarte, C.A, 2013. Two-scale approach to predict multi-site cracking potential in 3-d structures using the generalized finite element method. International Journal of Solids and Structures, 50, 1991–2002. doi:10.1016/j.ijsolstr.2013.01.029.
  • Fu, Y., et al., 2021. Settlement patterns of mountainous half-filled and half-cut widened subgrade with retaining wall. Journal of Mountain Science, 18 (10), 2791–2802. doi:10.1007/s11629-020-6551-z.
  • 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, 9178626. doi:10.1155/2019/9178626.
  • Gu, H., et al., 2022. Cement concrete pavement responses considering part-fill and part-cut subgrade characteristics. International Journal of Pavement Engineering, doi:10.1080/10298436.2022.2130918.
  • Hiller, J.E., and Roesler, J.R, 2005. Determination of critical concrete pavement fatigue damage locations using influence lines. Journal of Transportation Engineering, 131 (8), 599–607. doi:10.1061/(ASCE)0733-947X(2005)131:8(599. ).
  • Huang, Y.H, 1993. Pavement analysis and design. Englewood Cliffs, NJ: Prentice Hall.
  • Huang, Y.H, 2004. Pavement analysis and design. Upper Saddle River, NJ: Prentice Hall.
  • Huang, Y.H., and Wang, S.T., 1973. Finite-element analysis of concrete slabs and its implications for rigid pavement design. In: 52nd annual meeting of the highway research board. Washington District of Columbia, USA: Highway Research Board, 55–69.
  • Jiang, X., 2005. Engineering behaviour of unconventional subgrades and influence on pavement responses. Thesis (Ph.D). Southwest Jiaotong University.
  • Jiang, X., et al., 2017. Influence of the voids beaneth slabs on load transfer of cement concrete pavement joints. Journal of China & Foreign Highway, 37 (1), doi:10.14048/j.issn.1671-2579.2017.01.005.
  • Jiang, X., Qiu, Y., and Gu, H, 2021. Practical guide for cement concrete pavement structure analysis computer program-KENSLABS. Beijing: China Science Publishing & Media Ltd.
  • Liu, B., et al., 2020. Finite element simulation and multi-factor stress prediction model for cement concrete pavement considering void under slab. Materials, 13 (22), 5294. doi:10.3390/ma13225294.
  • Roesler, J.R., et al., 2016. Concrete slab analyses with field-assigned non-uniform support conditions. International Journal of Pavement Engineering, 17 (7), 578–589. doi:10.1080/10298436.2015.1007231.
  • Su, Y., et al., 2010. Mechanism analysis of stability of cut-and-fill roadbed interface. Rock and Soil Mechanics, 31 (2), 497–502. doi:10.16285/j.rsm.2010.02.015.
  • Su, Y., Luo, Z., and Li, X, 2012. Gray correlation analysis method for cut-and-fill roadbed slope stability based on uniform experiment. Rock and Soil Mechanics, 33 (8), 2259–2264. doi:10.16285/j.rsm.2012.08.021.
  • Weng, X., et al., 2013. Control criteria for differential settlement of widened road. Chinese Journal of Geotechnical Engineering, 35 (9), 1705–1711.
  • 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. doi:10.3724/SP.J.1235.2011.00090.
  • Wu, Y., et al., 2017b. Influence of subgrade modulus on fatigue cracking damage of cement concrete pavement under traffic load. Journal of Traffic and Transportation Engineering, 17 (2), 31–40. Available from: https://kns.cnki.net/kcms/detail/detail.aspx?dbcode=CJFD&dbname=CJFDLAST2017&filename=JYGC201702004&uniplatform=NZKPT&v=SB4gJQuus4tuFpBc0wKIzBmclwycfQh7B-_pXG8mKgMyK3NF17xaTMhn5AY32ZYp.
  • Wu, Y., Jiang, X., and Wang, D, 2017a. Subgrade-associated factorial influences on fatigue cracking of cement concrete pavement. International Journal of Science and Engineering Investigations, 6 (62), 97–104.
  • Zhang, Y., et al., 2008. Numerical simulation and field test at the cut to fill location of subgrade treated with geogrids. Journal of Traffic and Transportation Engineering, 8 (3), 63–67. Available from: https://kns.cnki.net/kcms/detail/detail.aspx?dbcode=CJFD&dbname=CJFD2008&filename=JYGC200803017&uniplatform=NZKPT&v=Afaa0u4MvidHgVtexf8T6cY-OA5DLTaz5p-6pIfMbINmLokYjItcwjLXqOJXqx-G.
  • Zhang, Y., 2009. Study on the differential settlement characteristic and controlling measure of expressway in mountain area. Thesis (Ph.D). Chang'an University.
  • 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.

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