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Figures of the New Standard Curves of Laterally Loated Pile

Publication year Port and Airport Research Institute Technical Note 0124 1971.06
Author(s) Takamasa INATOMI,Ikuhiko YAMASHITA,Kuniyuki HANADA
Department
/Divison
Structures Division Earthquake Resistant Struetures Laboratory
Executive Summary

In this paper, the new standard curves both for C-type soil and S-type soil are presented for the new standard pile with the round number dimensions. The dimensions for the new standard pile are shown below.
 height of applied force   h 100 (cm)
 flexural rigidity   EI 10 10 (kg-cm2)
 coefficient of subgrade   Bk S-type soil  1.0(kg cm-2.5)
 reaction    C-type soil   100(kg cm-1.5)
 applied force    F 10 4 (kg)
 and tables of the new standard curves are preserved in microfishe.

PDF File /en/pdf/en/no0124.pdf