Abstract:In this paper, triaxial compression mechanical properties of QH-E lunar soil simulant under hydrostatic compression path is investigated by using discrete element method (DEM) simulations. The volumetric strain characteristics of QH-E lunar soil simulant under hydrostatic compression path are discussed. The results show that volumetric strain gradually increases with the increase of confining stress. At low confining stress levels, volumetric strain increases quickly, when the confining stress increased gradua… Show more
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