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    A Generic Analytical Elastic Solution for Excavation Responses of an Arbitrarily Shaped Deep Opening under Biaxial In Situ Stresses 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 004:;page 04022023
    Author(s): Haohua Chen; Lin Li; Jingpei Li; De'an Sun
    Publisher: ASCE
    Abstract: This paper presents a generic analytical solution for stresses and displacements developed around an arbitrarily shaped underground opening excavated in an elastic soil/rock mass with biaxial in situ stresses. A series of ...
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    Undrained Spherical Cavity Expansion in Unsaturated Soils: Semianalytical Solution Coupling Hydraulic and Mechanical Behaviors 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 006:;page 04021070-1
    Author(s): Changyi Yang; Haohua Chen; Jingpei Li; Lin Li
    Publisher: ASCE
    Abstract: A coupled hydromechanical solution to undrained spherical cavity expansion problem in unsaturated soil is proposed with an elastoplastic model for unsaturated soil. The mechanical response and hydraulic behavior of soil ...
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    Analytical Solution to Cylindrical Cavity Expansion in Mohr–Coulomb Soils Subject to Biaxial Stress Condition 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 009:;page 04021152-1
    Author(s): You Wang; Haohua Chen; Jingpei Li; De’an Sun
    Publisher: ASCE
    Abstract: In this paper, a semianalytical approach is presented to formulate an excavated cavity in Mohr–Coulomb soils subject to biaxial initial stresses. The response of cavity expansion within the plastic region was investigated ...
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    Elastoplastic Solution to Drained Expansion of a Cylindrical Cavity in Anisotropic Critical-State Soils 

    Source: Journal of Engineering Mechanics:;2020:;Volume ( 146 ):;issue: 005
    Author(s): Haohua Chen; Lin Li; Jingpei Li; De’an Sun
    Publisher: ASCE
    Abstract: This paper presents an elastoplastic solution for drained expansion of a cylindrical cavity in anisotropic critical-state soils. The large deformation theory and the advanced anisotropic critical-state soil model S-CLAY1, ...
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