石修松
Personal information
Highest Degree：Doctoral degree Professional Title：Professor
Journal Paper
- [1]Determination of the size of Representative Volume Element for gap-graded granular materials,Powder Technology,2024-03-01.
- [2]DEM investigation of the effect of coarse content and size ratio on the local shear behavior at gap-graded soil-structure interface,Powder Technology,2024-01-01.
- [3]Estimating the thermal conductivity of granular soils based on a simplified homogenization method,Cold Regions Science and Technology,2023-07-01.
- [4]Elastoplastic modeling of sandy clays based on equivalent void ratio concept,International Journal of Geomechanics,2023-05-01.
- [5]Equivalent Compression Curve for clay-sand mixtures using equivalent void-ratio concept,International Journal of Geomechanics,2022-11-01.
- [6]Numerical evaluation of particle shape effect on small strain properties of granular soils,Engineering Geology,2022-06-01.
- [7]Evaluation of hydraulic conductivity of gap-graded granular soils based on equivalent void ratio concept,Acta Geotechnica,2022-02-01.
- [8]Estimation of the compression behavior of sandy clay considering sand fraction effect based on equivalent void ratio concept,Engineering Geology,2021-01-01.
- [9]A homogenization-based state-dependent model for gap-graded granular materials with fine-dominated structure,International Journal for Numerical and Analytical Methods in Geomechanics,2021-01-01.
- [10]Analysis of mobilized stress ratio of gap-graded granular materials in direct shear state considering coarse fraction effect,Acta Geotechnica,2021-01-01.