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Geotechnical and Geological Engineering, 2019
This study examines the macro- and micro-mechanical behaviors of granular materials at a low mean stress in general triaxial loading using the discrete element method. Spheres were used to model the particles to reduce the computational costs. They were placed in the grid points of a cube with their random values of diameters.
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This study examines the macro- and micro-mechanical behaviors of granular materials at a low mean stress in general triaxial loading using the discrete element method. Spheres were used to model the particles to reduce the computational costs. They were placed in the grid points of a cube with their random values of diameters.
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The influence of the intermediate principal stress on rock failure behaviour: A numerical study
Engineering Geology, 2012Peng-Zhi Pan, J A Hudson
exaly
Influence of intermediate principal stress on deformation and strength of gravel
岩土工程学报, 2008SHIWeicheng, ZHUJungao, LIUHanlong
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