石修松
Personal information
Highest Degree：Doctoral degree Professional Title：Professor
Journal Paper
- [1]Effect of initial density, particle shape, and confining stress on critical state behavior of weathered gap-graded granular soils,Journal of Geotechnical and Geoenvironmental Engineering,2020-11-01.
- [2]A homogenization equation for the small strain stiffness of gap-graded granular materials,Computers and Geotechnics,2020-05-01.
- [3]Practical estimation of compression behavior of clayey/silty sands using equivalent void ratio concept,Journal of Geotechnical and Geoenvironmental Engineering,2020-04-01.
- [4]An elastic visco-plastic model for binary sand-clay mixtures with applications to one-dimensional finite strain consolidation analysis,Journal of Engineering Mechanics,2019-06-01.
- [5]An elastoplastic model for gap-graded soils based on homogenization theory,International Journal of Solids and Structures,2019-05-01.
- [6]Analysis of the creep coefficient of binary sand-bentonite mixtures in oedometer condition using mixture theory,International Journal of Geomechanics,2018-09-01.
- [7]Laboratory investigation of the shear strength and State Boundary Surface of a natural lumpy soil,Journal of Geotechnical and Geoenvironmental Engineering,2018-09-01.
- [8]Estimation of the permeability of saturated sand-marine clay mixtures using a homogenization approach,International Journal of Geomechanics,2018-07-01.
- [9]A consolidation model for lumpy composite soils in open-pit mining,Géotechnique,2018-03-01.
- [10]Consolidation behavior for saturated sand-marine clay mixtures considering the inter-granular structure evolution,Journal of Engineering Mechanics,2017-11-01.