Effect of Pile-Soil Relative Stiffness on Deformation Characteristics of the Laterally Loaded Pile

Table 1

Similarity ratio between the model pile and prototype pile.

Physical quantity	Similarity ratio	Prototype pile	Model pile
Pile length		65m	50 cm
Embedded depth		50m	38.5 cm
Calculation diameter		2.5 m	1.9 cm
Bending stiffness		56.66 GN·m^2	198 N·m^2
Horizontal load