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Isolated Foundation Design Analysis by Sereyponleu Khun is a document available to read on EtoBox.
This document provides a calculation sheet for the design of an isolated foundation for a transmission tower. It includes: 1) Assumptions about the soil properties and foundation dimensions. The soil is assumed to have a friction angle of 15 degrees and allowable bearing capacity of 117 kN/m2. 2) Analysis of the foundation stability under compression loading, finding the maximum soil pressure is less than the allowable bearing capacity. 3) Analysis of the foundation capacity under uplift loading using
- Author
- Sereyponleu Khun
- Language
- EN