PRESSUREMETER P-Y CURVE DESIGN METHOD FOR LATERALLY LOADED PILES. Academic Article uri icon

abstract

  • A rational method of obtaining the P-y curve from the pressuremeter curve is presented. This method is evaluated by comparing the predicted behavior with the actual behavior of two piles which were loaded laterally: one in a soft clay and one in a medium to dense sand.

published proceedings

  • Texas Civil Engineer

author list (cited authors)

  • Briaud, J. L., Smith, T. D., & Meyer, B. J.

complete list of authors

  • Briaud, JL||Smith, TD||Meyer, BJ

publication date

  • January 1983