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    The Impact Responses of a Pervious Concrete Wall with a Sand Cushion against Rockfall: A Full-Scale Experimental Study 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 012:;page 04024270-1
    Author(s): Xiaoyu Meng; Yongli Ma; Qinghui Jiang; Kejing Chen
    Publisher: American Society of Civil Engineers
    Abstract: The Zhala hydropower station plant was under the threat of rockfalls induced from a high slope, especially in rainy seasons. This paper proposes an innovative protection structure consisting of a pervious concrete wall and ...
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    Effect of Nonstationarity on Shear Properties of Rock Joints and a New Peak Shear Strength Criterion 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 012:;page 04023213-1
    Author(s): Xiaobo Zhang; Zhisong Cao; Chi Yao; Jianhua Yang; Yongli Ma; Zhiwei Ye; Chuangbing Zhou
    Publisher: ASCE
    Abstract: In rock masses, there might be structural nonstationarity in the joint morphology that influences the shear behavior of rock joints. However, research into this effect is seldom reported. In this study, shear tests on ...
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