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- W3201070503 abstract "Granular soils usually serve as the filler material in geotechnical engineering. This study presents the development and application of a stress-fractional model for granular soils with different initial material states. To capture the plastic loading and flow behaviors, a subloading surface with the fractional stress gradient is used. The developed model contains twelve parameters which can be determined through triaxial tests. To validate the developed model, the well-documented test results of Firoozkuh No. 161 sand and crushed basalt are simulated and discussed. It is found that the stress-fractional model can reasonably simulate the undrained and drained behaviors of granular soils consolidated with different densities and mean effective pressures." @default.
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- W3201070503 date "2021-09-22" @default.
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- W3201070503 title "Application of a Stress-Fractional Model for Capturing the Stress-Strain Behavior of Granular Soils" @default.
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- W3201070503 doi "https://doi.org/10.1155/2021/2617315" @default.
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