... geosynthetic-reinforced pile foundations, where polymer strips are used to enhance the lateral resistance of the pile foundations. The seismic pile–soil–geosynthetic interaction of this system was evaluated using a series of reduced scale physical model tests performed on a shaking table in 1 g...

... behaviour of this foundation system was evaluated using a series of reduced scale physical model tests performed on the model foundation installed in different soil beds contained in a small size soil container. These soil beds included: a soil bed representing the base case (soft clay overlying sand layer...