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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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    Water Retention Curve with Different Void Ratios over a Wide Suction Range and Its Application to Shear Strength 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 008:;page 04022120
    Author(s): Guoqing Cai; Yi Liu; Jian Li; Rui Yang; Chenggang Zhao
    Publisher: ASCE
    Abstract: Shear strength (τ) analysis has received considerable attention, because of its importance when designing various geotechnical structures, such as tunnels, retaining walls, shallow foundations, and slopes. Predicting the ...
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    Average Soil Skeleton Stress for Unsaturated Soils and Discussion on Effective Stress 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 006
    Author(s): Chenggang Zhao; Zhenzhen Liu; Peixin Shi; Jian Li; Guoqing Cai; Changfu Wei
    Publisher: American Society of Civil Engineers
    Abstract: The principle of effective stress is the most fundamental and important principle in soil mechanics. It serves as the foundation of modern soil mechanics. This paper starts with a discussion of effective stress expressions ...
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    Liquid-Bridge Contact Model of Unsaturated Granular Materials and its Application in Discrete-Element Method 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021176-1
    Author(s): Guoqing Cai; Jian Li; Shaopeng Liu; Jiguang Li; Chenggang Zhao
    Publisher: ASCE
    Abstract: In the past, the capillary effect is rarely considered for microcontact models when two adjacent particles are separated by a certain distance. In this paper, a liquid-bridge contact model of unsaturated particles is ...
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