Zhang Hong-liang, Guo Zhong-yin, Gao Qi-ju, Cong Lin. Permanent deformation prediction model of sandy soil under repeated load[J]. Journal of Traffic and Transportation Engineering, 2008, 8(3): 58-62.
Citation: Zhang Hong-liang, Guo Zhong-yin, Gao Qi-ju, Cong Lin. Permanent deformation prediction model of sandy soil under repeated load[J]. Journal of Traffic and Transportation Engineering, 2008, 8(3): 58-62.

Permanent deformation prediction model of sandy soil under repeated load

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  • Author Bio:

    Zhang Hong-liang(1974-), male, PhD, associate professor, +86-29-82334453, l29@gl.chd.edu.cn

    Guo Zhong-yin(1962-), male, professor, +86-21-65981430, zhongyin@mail.tongji.edu.cn

  • Received Date: 2008-01-27
  • Publish Date: 2008-06-25
  • In order to predict the permanent deformation of subgrade, a dynamic triaxial test of sandy soil under repeated load was made by using universal testing machine(UTM), the development curves of the deformation were got, the relationship formula between plastic strain and load acting time was found, the regression formulas among the coefficients of the relationship formula, water content and resilient modulus were fitted by using least square method, and their reliability was analyzed. Analysis result shows that when load acting time reaches 10 000, the minimum and maximum relative errors between permanent deformation prediction result and measured result are 52% and 376% respectively; the minimum and average correlative coefficients of the regression formulas are 0.31 and 0.41 respectively, which are greater than the critical value of 0.28, and the correlative coefficient between theoretical curve and measured one is more than 0.99. So the reliability of the proposed prediction formulas of permanent deformation for sandy soil is higher, but existing prediction model is not suitable for sandy soil.

     

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  • [1]
    Li Ming-guo, Niu Xiao-xia, Shen Ai-qin. Anti-rut ability of asphalt pavement on mountain freeway[J]. Journal of Chang an University: Natural Science Edition, 2006, 26(6): 19-22. (in Chinese) doi: 10.3321/j.issn:1671-8879.2006.06.005
    [2]
    Dorman G M. The extension to practice of a fundamental procedure for the design of flexible pavements[C]//University of Michigan. Proceedings International Conference on the Structural Design of Asphalt Pavements. Ann Arbor: University of Michigan Press, 1962: 511-522.
    [3]
    Qiu Yan-jun, Sun Zhen-tang. Permanent deformation of sub-grade soils in flexible pavements[J]. Journal of Southwest Jiaotong University, 2000, 35(2): 116-120. (in Chinese) doi: 10.3969/j.issn.0258-2724.2000.02.002
    [4]
    Qiu Yan-jun, Dennis N D, Elliott R P. Deformation characteristics of subgrade soils under repeated loading[J]. Geotechnical Engineering, 1999, 30: 85-97.
    [5]
    Monismith C L, Ogawa N, Freeme C R. Permanent deformation characteristics of subgrade soils due to repeated loading[J]. TRR, 1975, 537: 1-17.
    [6]
    Barksdale R D. Compressive stress pulse times in flexible pavements for use in dynamic testing[J]. HRR, 1971, 345: 32-44.
    [7]
    Kenis W J. FHWA predictive design procedure, VESYSuser s manual: an interim design method for flexible pavement using the VESYS structural subsystem[R]. Washing-ton DC: Transportation Federal Highway Administration Office, 1978.
    [8]
    Bonaquist R, Witczak M W. Plasticity modeling applied to the pavement deformation response of granular materials in flexible pavement systems[J]. TRR, 1996, 1540: 7-14.
    [9]
    Muhanna AS, Rahman MS, Lambe P C. Resilient modulus and permanent strain of subgrade soils[J]. TRR, 1998, 1619: 85-93.
    [10]
    Werkmeister S, Dawson AR, Wellner F. Permanent deformation behavior of granular materials and the shakedown concept[J]. TRR, 2001, 1757: 75-81.
    [11]
    Werkmeister S, Dawson AR, Wellner F. Pavement design model for unbound granular materials[J]. Journal of Transportation Engineering, 2004, 130(5): 665-674.
    [12]
    Tseng K, Lytton R. Prediction of permanent deformation in flexible pavement materials[J]. Implication of Aggregates in the Design, Construction, and Performance of Flexible Pavements, 1989, 1016: 154-172.
    [13]
    Transportation Research Board of the National Academies. Guide for mechanistic-empirical design of new and rehabilitated structures[R]. Washington DC: Transportation Research Board of the National Academies, 2004.
    [14]
    Ayres MJ. Development of a rational probabilistic approach for flexible pavement analysis[D]. College Park: University of Maryland, 1997.
    [15]
    Du Shun-cheng, Dai Jing-liang. Permanent deformation evaluation index of asphalt mixture[J]. China Journal of Highway and Transport, 2006, 19(5): 18-22. (in Chinese) https://www.cnki.com.cn/Article/CJFDTOTAL-ZGGL200605004.htm
    [16]
    Wang Peng, Zen Fan-qi, Huang Xiao-ming. Grey relation degree analysis of high-temperature performance indexes of asphalt[J]. Journal of Traffic and Transportation Engineering, 2006, 6(3): 32-36. (in Chinese) http://transport.chd.edu.cn/article/id/200603008

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