Abstract
A series of axial load tests have been conducted on an HP 14×73 pile, 18 in. diameter closed-ended pipe pile, a drilled pier installed using the slurry method and a drilled pier installed with temporary casing. These tests have been performed in conjunction with a pile prediction event associated with the 1989 Foundation Engineering Congress. This paper includes the information sent to potential predictors so that a priori predictions could be made. Data made available to the predictors include subsurface conditions at the test section, results of in situ and laboratory tests for the test section soils, test and anchor pile installation data, and load testing schedules.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 1-74 |
| Number of pages | 74 |
| Journal | Geotechnical Special Publication |
| Issue number | 23 |
| State | Published - 1989 |
| Event | Pile Prediction Symposium - Evanston, IL, USA Duration: Jun 25 1989 → Jun 25 1989 |
ASJC Scopus subject areas
- Civil and Structural Engineering
- Architecture
- Building and Construction
- Geotechnical Engineering and Engineering Geology