Abstract: This paper presents the field test results for 3.3-m-long driven steel pipe single vertical piles, P1 (β=0°), and single batter piles, P2 (β=10°) and P3 (β=20°), for four different eccentric moments (W·e=0.225, 0,885, ...

Abstract: This paper aims to compare the dynamic response of the vertical pile group (VPG) and batter pile group (BPG) subjected to machine-induced-type loading. For this purpose, an experimental investigation is carried out on a 2 ...