(6) Soil Behavior at the Particulate Scale – Sand Behavior  
DEM simulations on cemented sand behavior  
   
 
   
Publications:

  • Wang, Y.H. and Leung, S.C. (2008). “A particulate-scale investigation of cemented sand behavior,” Canadian Geotechnical Journal, Vol. 45, No. 1, pp. 29-44.

  • Wang, Y.H. and Leung, S.C. (2008). “Characterization of cemented sand by experimental and numerical investigations,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 134, No. 7, pp. 992-1004.

    		•   
       
    Mechanisms of stiffness anisotropy (DEM simulations).  
       
     
       
    Publications:

  • Wang, Y.H. and Siu, W.K. (2006). “Structure characteristics and mechanical properties of kaolinite soils. I. Surface charges and structural characterizations,” Canadian Geotechnical Journal, Vol. 43, No. 6, pp.587-600.

  • Wang, Y.H. and Siu, W.K. (2006). “Structure characteristics and mechanical properties of kaolinite soils. II. Effects of structure on mechanical properties,” Canadian Geotechnical Journal, Vol. 43, No. 6, pp.601-617.

  • Wang, Y.H. and Xu, D. (2007). “Dual porosity and secondary consolidation,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE. Vol. 133,No. 7, pp. 793-801.

  • Wang, Y.H. and Mok, C.M.B. (2008). “Mechanisms of small-strain shear-modulus anisotropy in soils,” Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 134, No. 10, pp. 1516-1530.

    		•   
       
    Three-dimensional DEM simulations on monotonic jacking in sand.  
       
     
    Publications:

  • Zhang, Z. and Wang, Y.H. (2015). “Three-dimensional DEM simulations on monotonic jacking in sand,” Granular Matter, Vol. 17, pp. 359-376.

    		•