Numerical simulation tools are required to describe large deformations of geomaterials for evaluating the risk of geo-disasters.This study focused on moving par
An investigation into the pullout response of helical soil nail using finite element subroutine Plaxis 2D is presented. The numerical modelling of actual pullou
Laboratory pull-out tests were conducted on the following rock bolts and cable bolts: steel rebars, smooth steel bars, fiberglass reinforced polymer threaded bo