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    Experimental Evaluation and Stress–Fractional Modeling of the State-Dependent Behavior of Rockfill 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007:;page 04021109-1
    Author(s): Jingshan Jiang; Yifei Sun
    Publisher: ASCE
    Abstract: As one of the main filled materials of the Lianghekou (LHK) rockfill dam, the strength and deformation characteristics of LHK rockfill is of great interest for hydraulic and geotechnical engineers. Correct interpretation ...
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    Transitional Behaviors in Well-Graded Coarse Granular Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2016:;Volume ( 142 ):;issue: 012
    Author(s): Yang Xiao; M. R. Coop; Hong Liu; Hanlong Liu; Jingshan Jiang
    Publisher: American Society of Civil Engineers
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    Influence of Particle Breakage on Critical State Line of Rockfill Material 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 001
    Author(s): Yang Xiao; Hanlong Liu; Xuanming Ding; Yumin Chen; Jingshan Jiang; Wengang Zhang
    Publisher: American Society of Civil Engineers
    Abstract: The influences of particle breakage on the position of the critical state line (CSL) were systematically investigated in this paper through a series of large-scale triaxial compression tests on Tacheng rockfill material ...
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