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    Pile Lifting and Load Transfer Mechanisms Induced by Capsule Expansion Technology in Soft Clay: A Field Trial and Numerical Analysis 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001:;page 04024331-1
    Author(s): Jianyou Huang; Yutao Yan; Yu Diao; Gang Zheng; Yiming Su; Fengwei Zhang; Yong Tao
    Publisher: American Society of Civil Engineers
    Abstract: Capsule expansion technology (CET) is innovatively developed to protect subsurface structures from underground engineering construction. However, it has hardly been reported in pile settlement control using CET. In this ...
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    Horizontal Deformation of a Tunnel Controlled by Capsuled Expansion Technique in Soft Clay: Field Trial and Numerical Analysis 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001:;page 04024324-1
    Author(s): Yiming Su; Gang Zheng; Yu Diao; Zhiwei Li; Jun Peng; Jianwei Jia; Jianyou Huang; Keqi Huang
    Publisher: American Society of Civil Engineers
    Abstract: Controlling tunnel response induced by lateral excavation in soft clay has become a significant focus of modern research. Capsuled expansion is an innovative active control technique used to control the deformation of ...
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    Horizontal Deformation Efficiency of a Pile Controlled by the Capsuled Expansion Technique: A Field Trial and Numerical Analysis 

    Source: International Journal of Geomechanics:;2024:;Volume ( 024 ):;issue: 001:;page 04023262-1
    Author(s): Jianyou Huang; Yu Diao; Gang Zheng; Yiming Su; Minghe Wang; Weiqiang Pan; Hao Chen
    Publisher: ASCE
    Abstract: The capsule expansion technique (CET) is a novel active measure to control the deformation of subsurface structures induced by underground engineering construction. CET has been applied to tunnel deformation control, but ...
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