Fig. 9.
Load–displacement and moment–displacement response for pile CM3 where HG is the ground-level shear force (HG=H) and MG is the ground-level bending moment (MG=Hh): (a) load–displacement; (b) moment–rotation Refer to the image caption for details.

Load–displacement and moment–displacement response for pile CM3 where HG is the ground-level shear force (HG=H) and MG is the ground-level bending moment (MG=Hh): (a) load–displacement; (b) moment–rotation

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