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    Three-Dimensional Nonlinear Strength Model of Soil Considering Tenso–Shear Coupling 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001:;page 04023246-1
    Author(s): Guoqing Cai; Xiaoang Kong; Yongfeng Cheng; Chenggang Zhao
    Publisher: ASCE
    Abstract: Focusing mainly on the compressive-shear (C-S) stress, the existing soil strength theories fail to well describe the soil strength under tenso–shear (T-S) stress and are not suitable for analyzing the tensile strength and ...
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