About this document
Liquefaction Analysis for Pile Foundations by san aung is a document available to read on EtoBox.
This document provides input data for calculating the bearing capacity of a 12-inch diameter pile with a 1-foot square tip. The pile has a factor of safety of 2.5 for skin friction and base resistance. The allowable pile capacity is 30 tons. Soil properties like density, moisture content, and shear strength parameters are provided with depth down to 60 feet below the ground surface. The document also performs a liquefaction analysis using SPT N-values and determines that liquefaction is not expected to occu
- Author
- san aung
- Language
- EN