On the degradation of granular materials due to internal erosion
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  • 作者:Xiaoliang Wang ; Jiachun Li
  • 关键词:Internal erosion ; Degradation ; Granular materials ; Discrete element method
  • 刊名:Acta Mechanica Solida Sinica
  • 出版年:2015
  • 出版时间:October 2015
  • 年:2015
  • 卷:31
  • 期:5
  • 页码:685-697
  • 全文大小:1,308 KB
  • 参考文献:1.Richards, K.S., Reddy, K.R.: Critical appraisal of piping phenomena in earth dams. Bull. Eng. Geol. Environ. 66, 381鈥?02 (2007)CrossRef
    2.Vardoulakis, I.: Fluidisation in artesian flow conditions: Hydromechanically unstable granular media. Geotechnique 54, 165鈥?77 (2004)
    3.Bendahmane, F., Marot, D., Alexis, A.: Experimental parametric study of suffusion and backward erosion. J. Geotech. Geoenviron. Eng. 134, 57鈥?7 (2008)CrossRef
    4.Chang, D.S., Zhang, L.M.: A stress-controlled erosion apparatus for studying internal erosion in soils. Geotech. Test. J. 34, 579鈥?89 (2011)
    5.Foster, M., Fell, R.: Assessing embankment dam filters that do not satisfy design criteria. J. Geotech. Geoenviron. Eng. 127, 398鈥?07 (2001)CrossRef
    6.Fujisawa, K., Murakami, A., Nishimura, S.-I.: Computational method to analyze internal erosion and transport of soil particles. Trans. Jpn Soc Irrig. Drain. Rural Eng. 77, 85鈥?3 (2009)
    7.Peng, B., Zhang, Z.: Numerical simulation of seepage failure of levee foundation. In: Proceedings of the 14th Asian Congress of Fluid Mechanics. Hanoi and Halong, Vietnam, 15鈥?9 Oct. (2013)
    8.Bonelli, S.: Erosion of Geomaterials. Wiley, London (2012)CrossRef
    9.Fu, Z.D., Li, J.C.: Strength softening models of soil and its application in rainfall-induced landslide simulation. Theor. Appl. Mech. Lett. 3, 042002 (2013)CrossRef
    10.Papamichos, E.: Erosion and multiphase flow in porous media application to sand production. Eur. J. Environ. Civ. Eng.14, 1129鈥?154 (2010)
    11.Papamichos, E., Vardoulakis, I., Tronvoll, J., et al.: Volumetric sand production model and experiment. Int. J. Numer. Anal. Methods Geomech. 25, 789鈥?08 (2001)
    12.Hicher, P.Y.: Modelling the impact of particle removal on granular material behaviour. Geotechnique 63, 118鈥?28 (2013)CrossRef
    13.Sterpi, D.: Effects of the erosion and transport of fine particles due to seepage flow. Int. J. Geomech. 3, 111鈥?22 (2003)CrossRef
    14.Fujisawa, K., Murakami, A., Nishimura, S., et al.: Simultaneous modeling of internal erosion and deformation of soil structures. Geoenviron. Eng. Geotech. 204, 71鈥?8 (2010)CrossRef
    15.Scholt猫s, L., Hicher, P.-Y., Sibille, L.: Multiscale approaches to describe mechanical responses induced by particle removal in granular materials. C. R. Mec. 338, 627鈥?38 (2010)MATH CrossRef
    16.Manzari, M.T., Dafalias, Y.F.: A critical state two-surface plasticity model for sands. Geotechnique 47, 255鈥?72 (1997)CrossRef
    17.Cubrinovski, M.T., Ishihara, K.: Modeling of sand behavior based on state concept. Soils Found. 38, 115鈥?27 (1998)CrossRef
    18.Gajo, A., Wood, M.: Severn-Trent sand: A kinematic-hardening constitutive model: the q-p formulation. Geotechnique 49, 595鈥?14 (1999)
    19.Houlsby, G.: The work input to an unsaturated granular material. Geotechnique 47, 193鈥?96 (1997)
    20.Wan, R., Guo, P.: A simple constitutive model for granular soils: Modified stress-dilatancy approach. Comput. Geotech. 22, 109鈥?33 (1998)CrossRef
    21.Li, X., Dafalias, Y.: Dilatancy for cohesionless soils. Geotechnique 50, 449鈥?60 (2000)CrossRef
    22.Wood, D.M.: Geotechnical Modelling. Taylor & Francis, New York (2003)
    23.Been, K., Jefferies, M.: A state parameter for sands. Geotechnique 35, 99鈥?12 (1985)CrossRef
    24.Gao, Z.W., Zhao, J.D., Li, X.S., et al.: A critical state sand plasticity model accounting for fabric evolution. Int. J. Numer. Anal. Methods Geomech. 38, 370鈥?90 (2014)
    25.Scholtes, L., Hicher, P.Y., Sibille, L.: Multiscale approaches to describe mechanical responses induced by particle removal in granular materials. C. R. Mec. 338, 627鈥?38 (2010)MATH CrossRef
    26.Wang, X.L., Li, J.C.: Numerical triaxial apparatus and application. Appl. Mech. Mater. 353, 3251鈥?255 (2013)CrossRef
    27.Muir Wood, D., Maeda, K.: Changing grading of soil: effect on critical states. Acta. Geotech. 3, 3鈥?4 (2008)CrossRef
    28.Cundall, P.A., Strack, O.D.L.: A discrete numerical model for granular assemblies. Geotechnique 29, 47鈥?5 (1979)CrossRef
    29.Kozicki, J., Donze, F.V.: Yade-open dem: an open-source software using a discrete element method to simulate granular material. Eng. Comput. 26, 786鈥?05 (2009)MATH CrossRef
    30.Wang, X.L., Li, J.C.: Simulation of triaxial response of granular materials by modified DEM. Sci. China-Phys. Mech. Astron. 57, 2297鈥?308 (2014)
    31.Sun, Q.C., Song, S.X., Jin, F., et al.: Elastic energy and relaxation in triaxial compressions. Granul. Matter. 13, 743鈥?50 (2011)CrossRef
    32.Zhao, J.D., Shan, T.: Numerical modeling of fluid-particle interaction in granular media. Theor. Appl. Mech. Lett. 3, 021007 (2013)
  • 作者单位:Xiaoliang Wang (1)
    Jiachun Li (1)

    1. Key Laboratory for Mechanics in Fluid Solid Coupling Systems, Institute of Mechanics, Chinese Academy of Sciences, No. 15 Beisihuanxi Road, Beijing, 100190, China
  • 刊物类别:Engineering
  • 刊物主题:Theoretical and Applied Mechanics
    Mechanics, Fluids and Thermodynamics
    Engineering Fluid Dynamics
    Numerical and Computational Methods in Engineering
    Chinese Library of Science
  • 出版者:The Chinese Society of Theoretical and Applied Mechanics; Institute of Mechanics, Chinese Academy of
  • ISSN:1614-3116
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