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- [3] Experimental study on effect of orientation of the principal stress on undrained behavior of saturated loose sand under monotonic shearing Yantu Gongcheng Xuebao/Chinese Journal of Geotechnical Engineering, 2006, 28 (09): : 1085 - 1089
- [4] Effect of initial orientation angle of principal stress on dynamic behavior for saturated medium dense sand Shuili Xuebao/Journal of Hydraulic Engineering, 2014, 45 : 98 - 104
- [5] Effect of initial static shear stress on liquefaction and large deformation behaviors of saturated silt Chen, Guo-Xing (gxc6307@163.com), 2017, Academia Sinica (38): : 1314 - 1320
- [6] Influence of cyclic preshearing on the monotonic shear behavior of saturated silt under undrained conditions Zhao, Kai (zhaokai@njtech.edu.cn), 1600, Editorial Board of Journal of Harbin Engineering (41): : 1184 - 1189
- [7] Undrained anisotropy and cyclic resistance of saturated silt subjected to various patterns of principal stress rotation GEOTECHNIQUE, 2020, 70 (04): : 317 - 331
- [9] Liquefaction flow characteristics of saturated silt under initial shear stress Yantu Lixue/Rock and Soil Mechanics, 2024, 45 (11): : 3295 - 3303