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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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    Upper-Bound Solution for Flat Cavity Expansion Model 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Hanlong Liu; Hang Zhou; Gangqiang Kong
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, an upper-bound solution for the FCEM is proposed to study the effect of the plastic behavior of soil on the interpretation of a flat dilatometer test. Kinematically admissible displacement fields for the ...
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    Upper-Bound Solution for Flat Cavity Expansion Model 

    Source: Journal of Engineering Mechanics:;2016:;Volume ( 142 ):;issue: 007
    Author(s): Hanlong Liu; Hang Zhou; Gangqiang Kong
    Publisher: American Society of Civil Engineers
    Abstract: In this paper, an upper-bound solution for the FCEM is proposed to study the effect of the plastic behavior of soil on the interpretation of a flat dilatometer test. Kinematically admissible displacement fields for the ...
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    Large Deformation Numerical Analysis of Displacement-Controlled Cylindrical Cavity Expansion under Anisotropic Initial Stress 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 009
    Author(s): Xueyuan Li; Hang Zhou; Hanlong Liu; Xuanming Ding
    Publisher: ASCE
    Abstract: This paper proposes an empirical solution to calculate the average ultimate cavity wall pressure (UCWP) of cavity expansion in undrained clay under anisotropic stress through large deformation finite element analysis using ...
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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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    Fire-Resistance Design Method for Stainless Steel Tubular X-Joints 

    Source: Journal of Structural Engineering:;2021:;Volume ( 148 ):;issue: 001:;page 04021237
    Author(s): Runmin Ding; Shenggang Fan; Lianlian Jia; Hang Zhou
    Publisher: ASCE
    Abstract: An experimental study was carried out on the fire-resistant performance of six stainless steel tubular X-joints. The failure process and behavioral responses of all specimens were determined, and the failure criteria of ...
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    A Complex Variable Solution for Shallow Rectangular Tunnel in Semi-Infinite Plane 

    Source: Journal of Engineering Mechanics:;2022:;Volume ( 148 ):;issue: 004:;page 04022012
    Author(s): Longyong Tong; Hang Zhou; Hang Shen; Hanlong Liu
    Publisher: ASCE
    Abstract: The rectangular pipe jacking method, as a new type of shallow tunnel excavation technology, is increasingly widely used in practical engineering due to its advantages of higher space utilization and fewer impacts on the ...
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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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    Failure Envelope of an Underground Rectangular Pipe Gallery in Clay under Pipe–Soil Interactions 

    Source: International Journal of Geomechanics:;2023:;Volume ( 023 ):;issue: 001:;page 04022261-1
    Author(s): Longyong Tong; Hang Zhou; Hanlong Liu; Xuanming Ding
    Publisher: American Society of Civil Engineers
    Abstract: Urban underground comprehensive pipe galleries (referred to as UCPGs) often have large rectangular cross sections and are now widely used as underground tunnel spaces for accommodating various engineering pipelines used ...
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