Abstract
At the first stage, static triaxial compression tests were conducted on models installed singular geotextile-grid-cell and compared the difference in stress and modulus of deformation with geotextile plane installed horizontally and without geotextile. At the second stage, unconfined compression tests were conducted on the models installed plural geotextile-grid-cells in dry and wet conditions.
Dynamic triaxial tests were conducted on models installed singular geotextile grid-cell.
