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    Experimental Study on Loading-Creep Coupling Effect in Rockfill Material 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 009
    Author(s): Bingyin Zhang; Tao Chen; Chong Peng; Xiaoxiang Qian; Yuxin Jie
    Publisher: American Society of Civil Engineers
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    Influence of Shear on Permeability of Clayey Soil 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 005
    Author(s): Hongjun Lei; Yongkang Wu; Yuzhen Yu; Bingyin Zhang; He Lv
    Publisher: American Society of Civil Engineers
    Abstract: The variation of stress–strain state induces changes in the permeability of clayey soil and then affects the properties of seepage and consolidation. In previous studies, variations of the permeability of soil in shear ...
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    Consolidation Analysis of Nuozhadu High Earth-Rockfill Dam Based on the Coupling of Seepage and Stress-Deformation Physical State 

    Source: International Journal of Geomechanics:;2016:;Volume ( 016 ):;issue: 003
    Author(s): Yongkang Wu; Bingyin Zhang; Yuzhen Yu; Zongliang Zhang
    Publisher: American Society of Civil Engineers
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    Rainfall Infiltration and Water-Retention Characteristics of Rockfill Material 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 003:;page 04021303
    Author(s): Yongkang Wu; Yin Yin; Yanhui Ding; Bingyin Zhang; Xun Sun
    Publisher: ASCE
    Abstract: Comprehending the rainfall infiltration process in rockfill is essential for estimating the strength and unsaturated wetting deformation behaviors of rock structures. This paper presents an experimental study on the rainfall ...
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