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    Discussion of “In Situ Short-Term and Long-Term Rockfill Compressibility as a Function of Void Ratio and Strength of Parent Rock” by Mohammad Kermani, Jean-Marie Konrad, and Marc Smith 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume (0145):;issue:006
    Author(s): Geng Chen;Yonghui Chen;Changguang Qi
    Publisher: American Society of Civil Engineers
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    Discussion of “In Situ Short-Term and Long-Term Rockfill Compressibility as a Function of Void Ratio and Strength of Parent Rock” by Mohammad Kermani, Jean-Marie Konrad, and Marc Smith 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2019:;Volume ( 145 ):;issue: 006
    Author(s): Geng Chen; Yonghui Chen; Changguang Qi
    Publisher: American Society of Civil Engineers
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    Discussion of “Effect of Layering on Total Consolidation Settlement of Normally Consolidated Clay in 1D Conditions” by Chan-Young Yune and Guney Olgun 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2017:;Volume ( 143 ):;issue: 008
    Author(s): Geng Chen; Chang-Guang Qi; Dian-Jun Zuo
    Publisher: American Society of Civil Engineers
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    Evaluating the Impact of Crushing Process on Strength Characteristics and Leachability of Cement-Stabilized Dredged Sediment 

    Source: Journal of Materials in Civil Engineering:;2023:;Volume ( 035 ):;issue: 006:;page 04023153-1
    Author(s): Jie Xu; Panpan Tang; Yonghui Chen; Geng Chen
    Publisher: American Society of Civil Engineers
    Abstract: Stabilization of dredged sediment and reusing the mixture as a construction material is an effective way to reduce environmental problems and save natural resources. However, the crushing process that occurs during ...
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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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