Abstract
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.
Original language | English (US) |
---|---|
Pages (from-to) | 265-286 |
Number of pages | 22 |
Journal | Computers and Structures |
Volume | 62 |
Issue number | 2 |
DOIs | |
State | Published - 1997 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Modeling and Simulation
- General Materials Science
- Mechanical Engineering
- Computer Science Applications