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
Fingerprint
Dive into the research topics of 'Assessment on pile effective lengths and their effects on design - I. assessment'. Together they form a unique fingerprint.Cite this
- APA
- Author
- BIBTEX
- Harvard
- Standard
- RIS
- Vancouver