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    Evolution of Particle Breakage for Calcareous Sands during Ring Shear Tests 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 002
    Author(s): Wei Houzhen;Zhao Tao;He Jianqiao;Meng Qingshan;Wang Xinzhi
    Publisher: American Society of Civil Engineers
    Abstract: Ring shear tests were performed in this work to investigate the characteristics of shear band formation and particle breakage for calcareous sands sampled from the South China Sea. The tests focused on the formation of ...
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    Experimental Evaluation of the Shear Behavior of Fiber-Reinforced Calcareous Sands 

    Source: International Journal of Geomechanics:;2018:;Volume ( 018 ):;issue: 012
    Author(s): Wei Houzhen;Zhao Tao;Meng Qingshan;Wang Xinzhi;He Jianqiao
    Publisher: American Society of Civil Engineers
    Abstract: Fiber-reinforced calcareous sands manifest unique properties of increased shear strength and particle breakage. These features are of practical importance for some offshore engineering constructions because the strength ...
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    Particle Breakage and Shear Strength Behavior of Calcareous Soils under Triaxial Loading Conditions 

    Source: International Journal of Geomechanics:;2026:;Volume ( 026 ):;issue: 004:;page 04026052-1
    Author(s): Zhang, Shuodong; Zhao, Tao; Chen, Bohan; Bian, Yadong; Wei, Houzhen
    Publisher: American Society of Civil Engineers
    Abstract: Abstract In geotechnical engineering, the mechanical behavior of calcareous soils (CS) is significantly influenced by particle breakage and the resulting change in shape morphology. This study focuses on understanding the ...
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