this research examines the behavior of soil-reinforced piles and applied loads based on the analytical method and by using the numerical results of flac3d software for comparison with the analytical results. the analysis was based on a method called virtual retaining wall, the following into consideration: an imaginary retaining wall that passes the footing edge the bearing capacity of footing ...

The definition of rigid floating piles in engineering applications remains ambiguous. This paper develops a numerical model piled embankments and the modeling method is verified through cases. Utilizing this model, critical bearing capacity foundation for firstly determined to be approximately 150 kPa. Subsequent parametric studies show that soil arching embankment begins occur when ratio heigh...