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    Shaking Table Tests on Seismic Responses of Silica Sand Foundation Reinforced by Vibroflotation 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 007:;page 04024114-1
    Author(s): Jinqiao Zhao; Qiang Ou; Xuecheng Liu; Changjie Zheng; Xuanming Ding
    Publisher: American Society of Civil Engineers
    Abstract: A series of model tests about vibroflotation were conducted to investigate soil property change on silica sand foundations, especially for earthquake-resistant behavior. First, the process of double-point vibroflotation ...
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    Shear Mechanical Behavior of Geogrid-Reinforced Calcareous Sands under Inclined Reinforcement Effects 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002:;page 04024355-1
    Author(s): Zhaogang Luo; Xuanming Ding; Qiang Ou; Ting Zhang
    Publisher: American Society of Civil Engineers
    Abstract: Geogrid-reinforced calcareous sand (GRCS) is an attractive alternative to enhance the bearing capacity and stability of geotechnical structures in island and coastal areas. Understanding the geogrid–particle interaction ...
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    Lateral Displacement and Internal Force in Diaphragm Walls Based on Principle of Minimum Potential Energy 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): Qiang Ou; Ling Zhang; Minghua Zhao; Yixian Wang
    Publisher: American Society of Civil Engineers
    Abstract: Predicting the lateral displacement in the diaphragm wall is of significance for the design of foundation pits. This study investigated the behavior of diaphragm walls with internal bracing under eccentric loads. The wall ...
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    Lateral Displacement and Internal Force in Diaphragm Walls Based on Principle of Minimum Potential Energy 

    Source: International Journal of Geomechanics:;2019:;Volume ( 019 ):;issue: 006
    Author(s): Qiang Ou;Ling Zhang;Minghua Zhao;Yixian Wang
    Publisher: American Society of Civil Engineers
    Abstract: Predicting the lateral displacement in the diaphragm wall is of significance for the design of foundation pits. This study investigated the behavior of diaphragm walls with internal bracing under eccentric loads. The wall ...
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    Response of Inclined Loaded Pile in Layered Foundation Based on Principle of Minimum Potential Energy 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 007:;page 04022090
    Author(s): Qiang Ou; Ling Zhang; Xuanming Ding; Chenglong Wang
    Publisher: ASCE
    Abstract: To investigate the responses of inclined loaded piles in layered foundations, this paper proposes a generalized solution based on the principle of minimum potential energy. First, the energy equations for an inclined loaded ...
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