Fig. 14

Variations in the horizontal displacement distribution of short piles and the stress contour of longitudinal rebar with hb for RPIAs (a) lb = 2 m. (b) lb = 10 m.

Variations in the horizontal displacement distribution of short piles and the stress contour of longitudinal rebar with hb for RPIAs (a) lb = 2 m. (b) lb = 10 m.