Various methods for determining depths to fixity as required in an equivalent cantilever pile model, including the current practical method (LRFD method) and the proposed method with a comprehensive numerical procedure, are described and discussed. Suitability and applicability of the methods are carefully assessed with applications to steel H piles.
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Modeling and Simulation
- General Materials Science
- Mechanical Engineering
- Computer Science Applications