About this document
Spring Constant and Pile Load Analysis by kaleswara_tellakula is a document available to read on EtoBox.
This document evaluates the horizontal subgrade reaction modulus (ks) at various depths for an area using the Bowles equation. Soil properties, bore log data, and calculation steps are provided to determine ks values ranging from 804 to 55100 kN/m based on the soil type and depth. These ks values are then used to calculate the spring stiffness (K) values for lateral pile-soil interaction modeling.
- Author
- kaleswara_tellakula
- Language
- EN