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    Physical and Mechanical Characterization of Fresh Bamboo for Infrastructure Projects 

    Source: Journal of Materials in Civil Engineering:;2018:;Volume ( 030 ):;issue: 002
    Author(s): Fei Ye; Wenxi Fu
    Publisher: American Society of Civil Engineers
    Abstract: This study tests the physical and mechanical properties of fresh bamboo to explore its suitability for reinforcing the embankment of a highway. A series of experiments is performed using a bamboo species (Sinocalamus ...
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    Permeability Characteristics of Porous Rock with Conduits under Stokes–Brinkman–Darcy Coupling Model 

    Source: International Journal of Geomechanics:;2021:;Volume ( 021 ):;issue: 006:;page 04021069-1
    Author(s): Shuai Zhang; Fei Ye; Wen-Xi Fu
    Publisher: ASCE
    Abstract: Conduits, the main channels within a rock mass, can significantly affect the permeability characteristics of rock masses. This paper presents a Stokes–Brinkman–Darcy coupling model to study the permeability characteristics ...
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    An Analytical Model for Water Inflow into a Karst Tunnel in Vuggy and Fractured Porous Rock Aquifers 

    Source: International Journal of Geomechanics:;2022:;Volume ( 022 ):;issue: 012:;page 04022222
    Author(s): Shuai Zhang; Fei Ye; Wenxi Fu
    Publisher: ASCE
    Abstract: Vugs and fractures are the main channels within porous rock aquifers and play a dominant role in the water inrush of the karst tunnel. In this paper, a mathematical model of the coupled free-fluid seepage-fluid with ...
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    Anisotropic Strength Identification of Sandy Cobble Soil Using Multiscale Limit Analysis 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002:;page 04024351-1
    Author(s): Jingna Du; Shuai Yuan; Fei Ye
    Publisher: American Society of Civil Engineers
    Abstract: Sandy cobble soil is a composite made of soil matrix and cobbles, and the estimation of its shear strength always requires expensive large-scale experiments. The strength of the sandy cobble soil exhibits macroscopic ...
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    Anisotropic Strength Identification of Sandy Cobble Soil Using Multiscale Limit Analysis 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 002:;page 04024351-1
    Author(s): Jingna Du; Shuai Yuan; Fei Ye
    Publisher: American Society of Civil Engineers
    Abstract: Sandy cobble soil is a composite made of soil matrix and cobbles, and the estimation of its shear strength always requires expensive large-scale experiments. The strength of the sandy cobble soil exhibits macroscopic ...
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    Theoretical Analyses of the Stability of Excavation Face of Shield Tunnel in Lanzhou Metro Crossing beneath the Yellow River 

    Source: International Journal of Geomechanics:;2020:;Volume ( 020 ):;issue: 011
    Author(s): Xing Liang; Fei Ye; Aohui Ouyang; Xin Han; Xianzhuo Qin
    Publisher: ASCE
    Abstract: Based on an actual engineering case, this study focused on the limit support pressure, instability mechanism, and instability failure mode of the excavation face in the sand pebble stratum when crossing below the Yellow ...
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    Seepage Response along with Fine Particle Migration of a Loose Soil Slope under Rainfall Infiltration 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001:;page 04024327-1
    Author(s): Yang Wang; Fei Ye; Yajing Li; Leilei Jin; Qianfeng Xiao; Wenxi Fu
    Publisher: American Society of Civil Engineers
    Abstract: Fine particle migration is common in loose slopes with wide gradation characteristics under rainfall infiltration conditions. The seepage characteristics and stability of loose soil slopes are affected by the migration of ...
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    Seepage Response along with Fine Particle Migration of a Loose Soil Slope under Rainfall Infiltration 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001:;page 04024327-1
    Author(s): Yang Wang; Fei Ye; Yajing Li; Leilei Jin; Qianfeng Xiao; Wenxi Fu
    Publisher: American Society of Civil Engineers
    Abstract: Fine particle migration is common in loose slopes with wide gradation characteristics under rainfall infiltration conditions. The seepage characteristics and stability of loose soil slopes are affected by the migration of ...
    Request PDF
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