About this document
Geo5 Pile Load Analysis Results by inra saragih is a document available to read on EtoBox.
The document provides the results of a numerical analysis of the vertical capacity of a pile foundation. It includes the load-settlement curve from 0 to 1500 kN loading and analyses of the force and shear distributions along the pile for several load stages. The maximum tested load was 1353 kN with a settlement of 17.8 mm and the pile was determined to have a vertical capacity above 1500 kN.
- Author
- inra saragih
- Language
- EN