Visualization of load transfer behaviour between geogrid and sand using PFC~(2D)

摘要

Geogrids have been widely used to improve the soil mechanical behaviour in geotechnicai engineering. In order to investigate the load transfer behaviour between the geogrid and sand, a numerical compound tensile test (in sand) with one geogrid tensile member has been carried out using PFC~(2D). In this study, sand was modelled as unbonded particles using the linear contact stiffness model, while the geogrid was modelled as bonded particles using the piecewise linear model which has been developed based on the parallel bond model. Calibrations have been performed by comparing the numerical simulation results with the experimental data. The load transfer behaviour between the geogrid and sand has been visualized by geogrid force and displacement distributions along the geogrid, contact force changes in the specimen and rotations of the sand particles in the vicinity of the geogrid at different clamp displacements. The DEM simulation results show that PFC~(2D) can be used as a practical tool to visualize the load transfer behaviour between the geogrid and sand. Furthermore, the visualization results provide researchers more insights into the interface behaviour between the geogrid and sand at a microscopic scale.