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    Unified Modeling for the Simple Shear Behavior of Clay and Sand Accounting for Principal Stress Rotations 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 011:;page 04024239-1
    Author(s): Ran Yuan; Hai-Hong Yu; Xiao-Wen Wang
    Publisher: American Society of Civil Engineers
    Abstract: Mechanical response of soils under simple shear conditions has long been a subject of significant interest in the field of geomechanics. When subjected to simple shear loading, soils experience rotations of the principal ...
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    Energy Efficient Thermoelectric Generator-Powered Localized Air-Conditioning System Applied in a Heavy-Duty Vehicle 

    Source: Journal of Energy Resources Technology:;2018:;volume 140:;issue 007:;page 72007
    Author(s): Ran, Yuan; Deng, Yadong; Hu, Tao; Su, Chuqi; Liu, Xun
    Publisher: The American Society of Mechanical Engineers (ASME)
    Abstract: Thermoelectric technology applied in vehicle has become significantly essential due to the global energy crisis and the environmental protection issues. A novelty energy efficient technology called localized air-conditioning ...
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    Random Finite-Element Analysis of Slope Considering Strength Anisotropy and Spatial Variability of Soil 

    Source: Natural Hazards Review:;2024:;Volume ( 025 ):;issue: 002:;page 04024010-1
    Author(s): Yi He; Zhi Li; Jialong Ou; Ran Yuan
    Publisher: ASCE
    Abstract: Soil is a complex material that exhibits both spatial variability and anisotropy. For simplicity, the traditional approach for analyzing slope stability often assumes that soil is homogeneous or isotropic, which can lead ...
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    Drained Cavity Expansion–Contraction in CASM and Its Application for Pressuremeter Tests in Sands 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 009:;page 04024073-1
    Author(s): Guo-Yao Li; Pin-Qiang Mo; Zhao Lu; Ran Yuan; He Yang; Hai-Sui Yu
    Publisher: American Society of Civil Engineers
    Abstract: The contraction behavior of monotonically expanded cavities is intriguing as it offers insights into certain geotechnical scenarios, especially for pressuremeter tests, where the unloading data is equally informative as ...
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    Probabilistic Analysis of a Three-Dimensional Slope Based on Limit Analysis 

    Source: Natural Hazards Review:;2024:;Volume ( 025 ):;issue: 004:;page 04024043-1
    Author(s): Ran Yuan; Zheng-peng Jia; Jin-biao Sun; Jia-long Ou; Wen-fa Wang; Yi He; Jian-hong Jiang
    Publisher: American Society of Civil Engineers
    Abstract: In traditional stability analyses of three-dimensional slopes, soil has often been treated as a homogeneous material with single-parameter properties, overlooking the variability inherent in the strength parameters and ...
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