Fig. 8.
Comparison of load–displacement response at small displacement for D = 0·762 m diameter piles with different length-to-diameter ratios: (a) L/D = 3 (CM2); (b) L/D = 5·25 (CM9); (c) L/D = 10 (CM3); (d) three L/D ratios
Comparison of load–displacement response at small displacement for D = 0·762 m diameter piles with different length-to-diameter ratios: (a) L/D = 3 (CM2); (b) L/D = 5·25 (CM9); (c) L/D = 10 (CM3); (d) three L/D ratios
