Meng Zou, Shichao Fan, Ruiyang Shi, Yanjing Yang, Jianqiao Li
Journal of Terramechanics, Volume 60, August 2015, Pages 11-22, ISSN 0022-4898, http://dx.doi.org/10.1016/j.jterra.2015.04.003
http://www.sciencedirect.com/science/article/pii/S0022489815000476
Abstract:
Simulations of the bearing capacity and shear strength of regolith under Earth’s gravity produce different results from those under low gravity. A low-gravity simulation device was developed in this study, and an internal stress model of regolith simulant was established to correct the errors. The model revealed additional force on both shear plane in the shear test and the press plate area in the pressure–sinkage test. The sinkage and shear test results showed that low gravity decreased the deformable index n, frictional modulus kφ and cohesion c, whereas there were no obvious changes to the cohesive modulus kc and internal friction angle φ. The sinkage generally increased as the gravity decreased under a consistent normal load larger than 50 N, but when the wheel load was lower than 50 N, the sinkage of the TYII-1 simulant was larger under 1 G than 1/6 G. Gravity had little effect on the shear strength of the regolith. However, the tractive thrust of the TYII-1 simulant was lower under 1/6 G than 1 G. The smaller difference was due to differences in the way the soils responded to changes in the gravity level for the TYII-2 simulant.
Keywords: Regolith; Low gravity; Shear strength; Bearing capacity
International Society for Terrain-Vehicle Systems