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    Analysis of the Response of a Single Pile Using the Disturbance State Concept Theory 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 010:;page 04022180
    Author(s): Zhao-geng Chen; Qian-qing Zhang; Yu-cheng Xing; Shao-lei Wang; Yi-hua Zhao; Wei Cui
    Publisher: ASCE
    Abstract: Based on disturbed state concept (DSC) theory, this paper reports an analysis of the progressive failure mechanism of a pile–soil system from a new perspective. Assuming that the strengths of the pile–soil interface elements ...
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    Analysis of Grout Diffusion of Postgrouting Pile Considering the Time-Dependent Behavior of Grout Viscosity 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 011:;page 04021201-1
    Author(s): Qian-qing Zhang; Hai-tao Li; Wei Cui; Yi-hua Zhao; Shao-lei Wang; Fei Xu
    Publisher: ASCE
    Abstract: To get an accurate bearing capacity of a postgrouting pile, the range of grout diffusion should be considered in practice. Considering the time-dependent behavior of power-law cement grout viscosity, calculation methods ...
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