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    Undrained Solution for Cylindrical Cavity Expansion in Structured Clays Using a Hypoplastic Model 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001:;page 04022256-1
    Author(s): Shaohua Zeng; Hang Zhou; Zengliang Wang
    Publisher: American Society of Civil Engineers
    Abstract: This paper develops an innovative undrained solution for cylindrical cavity expansion using a hypoplastic model that could well reflect the mechanical properties of clay, especially the structural degradation of unstable ...
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    Theoretical Solution for Cavity Expansion in Crushable Soil 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 007:;page 04021098-1
    Author(s): Hanlong Liu; Hang Zhou; Zengliang Wang; Xiancheng Li
    Publisher: ASCE
    Abstract: This paper proposed a theoretical solution for cavity expansion in crushable soils. The constitutive relations of the crushable soils were described by the breakage mechanics model that explains the grain crushing induced ...
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    Ultimate Lateral Pressure of Circular Pile in Undrained Clay Considering the Strength Reduction Induced by Pile Installation 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 004:;page 04022012
    Author(s): Hang Zhou; Zengliang Wang; Hanlong Liu
    Publisher: ASCE
    Abstract: This study analyses the classical problem of the ultimate lateral pressure (ULP) of a circular pile in undrained clay considering the undrained strength reduction induced by pile installation. A modified Tresca model ...
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    Analytical Solution for Cavity Expansion in Rate-Dependent and Strain-Softening Clay and Its Application for CPT Tests 

    Source: Journal of Engineering Mechanics:;2021:;Volume ( 147 ):;issue: 003:;page 04021004-1
    Author(s): Hang Zhou; Hanlong Liu; Zengliang Wang; Longyong Tong
    Publisher: ASCE
    Abstract: This paper incorporated two important characteristics of clay, namely its rate-dependent and strain-softening behavior, into a theoretical framework based on cavity expansion. The modified Tresca model for clay proposed ...
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    Exact Solutions for Nonlocal Steady Fully Developed Debris Flows Down Inclines 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 004
    Author(s): Hang Zhou; Hanlong Liu; Zengliang Wang; Zongliang Zou; Yang Xiao
    Publisher: ASCE
    Abstract: Exact solutions for steady fully developed dry granular and saturated granular–liquid mixture flows down rough inclined planes are presented with an emphasis on nonlocal effects. The particle rheology of both dry granular ...
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