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    The Effects of Temperature on One-Dimensional Consolidation and Creep Behaviors of Hong Kong Marine Deposits 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 012:;page 04023215-1
    Author(s): An Li; Ze-Jian Chen; Wei-Qiang Feng; Jian-Hua Yin
    Publisher: ASCE
    Abstract: The consolidation of Hong Kong marine deposits (HKMDs), a typical soft clayey soil in Hong Kong, is a serious concern in engineering practices, such as coastal embankment construction and marine reclamations. Previous ...
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    A New One-Dimensional Thermal Elastic-Viscoplastic Model for the Thermal Creep of Saturated Clayey Soils 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2023:;Volume ( 149 ):;issue: 004:;page 04023010-1
    Author(s): Ze-Jian Chen; Jian-Hua Yin
    Publisher: American Society of Civil Engineers
    Abstract: Temperature significantly affects the mechanical properties of geomaterials, particularly the creep behavior of soft clayey soils. Thus, an appropriate constitutive model to describe the time-dependent stress-strain behavior ...
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    Axial Cyclic and Static Behavior of FRP Composite Seawater–Sea Sand Concrete Piles Ended in a Rock Socket 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2024:;Volume ( 150 ):;issue: 004:;page 04024013-1
    Author(s): Numan Malik; Wen-Bo Chen; Ze-Jian Chen; Pei-Chen Wu; Jian-Hua Yin
    Publisher: ASCE
    Abstract: Pile foundations supporting high-rise buildings are generally subject to cyclic loading because of dynamic loading. The corrosion of steel materials in pile foundations is another major concern, especially for piles in a ...
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    Axial and Circumferential Behavior of Rock-Socketed FRP-SSC Composite Piles Monitored by Distributed Optical Fiber Sensors 

    Source: Journal of Geotechnical and Geoenvironmental Engineering:;2025:;Volume ( 151 ):;issue: 004:;page 04025006-1
    Author(s): Numan Malik; Wen-Bo Chen; Pei-Chen Wu; Ze-Jian Chen; Jian-Hua Yin
    Publisher: American Society of Civil Engineers
    Abstract: Traditional pile foundations in harsh marine environment may experience steel corrosion or concrete deterioration. Besides, conventional measuring devices such as strain gauges and vibrating wire extensometers are sensitive ...
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