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    Shakedown Analysis of Unsaturated Soils Considering the Variation of Hydraulic States 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Shuai Yuan; Xiaodong Si; Senhao Zhang
    Publisher: ASCE
    Abstract: Long-term stability evaluation of unsaturated earth structures has always been one of the most important issues in geotechnical engineering. Most available methods are appropriate for calculating the maximum loads that the ...
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    Anisotropic Strength Identification of Sandy Cobble Soil Using Multiscale Limit Analysis 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002:;page 04024351-1
    Author(s): Jingna Du; Shuai Yuan; Fei Ye
    Publisher: American Society of Civil Engineers
    Abstract: Sandy cobble soil is a composite made of soil matrix and cobbles, and the estimation of its shear strength always requires expensive large-scale experiments. The strength of the sandy cobble soil exhibits macroscopic ...
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    Anisotropic Strength Identification of Sandy Cobble Soil Using Multiscale Limit Analysis 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002:;page 04024351-1
    Author(s): Jingna Du; Shuai Yuan; Fei Ye
    Publisher: American Society of Civil Engineers
    Abstract: Sandy cobble soil is a composite made of soil matrix and cobbles, and the estimation of its shear strength always requires expensive large-scale experiments. The strength of the sandy cobble soil exhibits macroscopic ...
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    Fault-Tolerant Attitude Determination and Control System Design of Nanosatellite 2 

    Source: Journal of Aerospace Engineering:;2018:;Volume ( 031 ):;issue: 006
    Author(s): Shi Shuai;Yuan Binwen;Zhao Kaichun;You Zheng;Zhang Gaofei
    Publisher: American Society of Civil Engineers
    Abstract: Nanosatellite 2 (NS-2) is a science and technology experimental nanosatellite developed by Tsinghua University. Since it was launched, NS-2 has operated properly and has been used as a low-cost, rapid-response satellite ...
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    An Upper Bound Formulation for Stability Assessment of Variably Saturated Reinforced Soils 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 008:;page 04024166-1
    Author(s): Jingna Du; Shuai Yuan; Xudun Wang; Hongmei Mao; Xiuqing Song; Youbin Zhang; Xuan Hu; Xuesong Bai
    Publisher: American Society of Civil Engineers
    Abstract: A novel unified numerical limit analysis method is proposed to study variably saturated soils reinforced by flexible inclusions. An effective stress-based criterion is utilized to determine the shearing resistance of ...
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