1. Xiao Y.J.; Wang M.; Yu Q.D.; Chang Z.X.; Wang W.D.;Chen X.B.; Study on the characteristics and prediction model of resilient modulus of graded gravel base filler [J]. J. Central South Univ. (Sci. Technol): 1-15. http://kns.cnki.net/kcms/detail/43.1426.N.20220506.1709.003.html. (In Chinese).
2. Xiao Y.J.; Wang M.; Yu Q.D.; Chang Z.X.; Wang W.D.;Chen X.B.; Discrete element simulation study on strength evolution characteristics of permeable graded crushed stone base (UPAB) filler [J]. China J. High. Tran.: 1-23.http://kns.cnki.net/kcms/detail/61.1313.U.20220414.1050.002.html. (In Chinese).
3. Li H.M.;Rao X.B.; Jiang J.W.; Xu H.; Lu Y.W.; Liu W. Discussion on the difference of strength characteristics of soil-rock mixture under simple shear and conventional triaxial conditions [J]. J. Yangtze Riv. Acad. Sci.: 1-9. http://kns.cnki.net/kcms/detail/42.1171.TV.20220401.1746.014.html. (In Chinese).
4. Experimental investigation on the resilient response of unbound graded aggregate materials by using large-scale dynamic triaxial tests;Dan;Road Mater. Pavement,2020
5. Li Z.F.; Chow J.K.; Li J.H. Tai P.; Zhou Z.S.; Modeling of flexible membrane boundary using discrete element method for drained/undrained triaxial test [J]. Comput. Geotech., 2022, 145. DOI: 10.1016/J.COMPGEO.2022.104687.