Generalized Solutions for Laterally Loaded Piles

Authors:
  • HMHudson Matlock
    Hudson Matlock
  • LRLymon C. Reese
    Lymon C. Reese
Publisher website
Google Scholar
Abstract
To reach rational solutions for problems of laterally loaded piles, the nonlinear force-deformation characteristics of the soil must be considered. This may be done by repeated application of elastic theory. Soil modulus constants are adjusted for each successive trial until satisfactory compatibility is obtained in the structure-pile-soil system. The computations are facilitated by non-dimensional solutions.