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    Application of the Modified Goodman Model in Soil Nailing 

    Source: International Journal of Geomechanics:;2013:;Volume ( 013 ):;issue: 001
    Author(s): Xinhua; Xue; Xingguo; Yang; Enlong; Liu
    Publisher: American Society of Civil Engineers
    Abstract: Soil nailing is an in situ soil reinforcement technique used for enhancing the stability of slopes, retaining walls, and excavations. Nails work predominantly in tension, but may also work in bending and/or shear under ...
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    Strength Degradation Mechanisms of Structural Loess Subject to Dry–Wet and Freeze–Thaw Cycles 

    Source: Journal of Cold Regions Engineering:;2026:;Volume ( 040 ):;issue: 002:;page 04026020-1
    Author(s): Wang, Xiaochan; Zhi, Bin; Liu, Enlong; Wang, Pan
    Publisher: American Society of Civil Engineers
    Abstract: Abstract Structural loess is highly susceptible to structural deterioration and strength degradation under alternating dry–wet (DW) and freeze–thaw (FT) cycles, posing a significant threat to the long-term stability of ...
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    Micro–Macro Strength Criterion and Elastoplastic Constitutive Model for Frozen Mixed Soils 

    Source: Journal of Cold Regions Engineering:;2025:;Volume ( 039 ):;issue: 002:;page 04025007-1
    Author(s): Ge Zhang; Xinfa Yu; Enlong Liu; Yang Liu; Ruihong Wang
    Publisher: American Society of Civil Engineers
    Abstract: Frozen mixed soils are widely distributed in the strata and slopes of permafrost regions. This paper aims to study the strength criterion and elastoplastic constitutive model for frozen mixed soils from micro to macro ...
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    Cyclic Behavior of Rubber–Sand Mixture under Multilane Traffic Loads Considering Principal Stress Rotation 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001:;page 04024320-1
    Author(s): Xiang Li; Yunming Yang; Juntian Wang; Enlong Liu; Hai-Sui Yu
    Publisher: American Society of Civil Engineers
    Abstract: Rubber–sand mixture (RSM), an environmentally friendly material, has been used in the pavement subgrade. Previous studies investigate the cyclic response of RSM with various rubber contents by triaxial devices under traffic ...
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    A Binary-Medium Constitutive Model for Artificially Structured Soils Based on the Disturbed State Concept and Homogenization Theory 

    Source: International Journal of Geomechanics:;2017:;Volume ( 017 ):;issue: 007
    Author(s): En-Long Liu; Hai-Sui Yu; Cheng Zhou; Qing Nie; Kai-Tai Luo
    Publisher: American Society of Civil Engineers
    Abstract: Triaxial compression tests were carried out on artificially structured soil samples at confining pressures of 25, 37.5, 50, 100, 200, and 400 kPa. A binary-medium constitutive model for artificially structured soils is ...
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    Cyclic Behavior of Rubber–Sand Mixture under Multilane Traffic Loads Considering Principal Stress Rotation 

    Source: International Journal of Geomechanics:;2025:;Volume ( 025 ):;issue: 001:;page 04024320-1
    Author(s): Xiang Li; Yunming Yang; Juntian Wang; Enlong Liu; Hai-Sui Yu
    Publisher: American Society of Civil Engineers
    Abstract: Rubber–sand mixture (RSM), an environmentally friendly material, has been used in the pavement subgrade. Previous studies investigate the cyclic response of RSM with various rubber contents by triaxial devices under traffic ...
    Request PDF
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