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    Influence of Particle Breakage on Drained Shear Strength of Calcareous Sands 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007:;page 04021118-1
    Author(s): Houzhen Wei; Xiaoxiao Li; Shuodong Zhang; Tao Zhao; Mei Yin; Qingshan Meng
    Publisher: ASCE
    Abstract: The consolidated drained triaxial shear tests have been performed in this work to investigate the shearing behavior of calcareous sands sampled from the South China Sea, with the focus on analyzing the influence of particle ...
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    Particle Breakage Characteristics of Marine Coral Sand under Cyclic Shear Loading Conditions 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 012:;page 04024283-1
    Author(s): Li Xin; Yi Zhang; Xiaolong Ma; Xiang Sun; Houzhen Wei
    Publisher: American Society of Civil Engineers
    Abstract: Coral sand is widely distributed in offshore oil and gas basins, and beneath the foundations of offshore wind turbines that are exposed to persistent cyclic loads, including wind, ocean waves, and seismic activity. Under ...
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    Quantifying the Morphology of Calcareous Sands by Dynamic Image Analysis 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 004
    Author(s): Houzhen Wei; Tao Zhao; Qingshan Meng; Xinzhi Wang; Bin Zhang
    Publisher: ASCE
    Abstract: It is commonly accepted that the macroresponse of soil depends significantly on the microscopic particle characteristic features, such as size, shape, and roughness. These parameters can be obtained readily by dynamic image ...
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