Abstract
The lengths of the bored piles varied from 2 m to 6 m and all were of a diameter of 140 mm. The piles were tested to failure in tension and the load-displacement relations were recorded. The investigation has shown pronounced differences between the load bearing capacities obtained by different design methods. The methods proposed by Fleming et al. and Reese & O’Neill seem to produce the best match with the test results.
| Translated title of the contribution | Trækforsøg med borede pæle i sand |
|---|---|
| Original language | English |
| Title of host publication | ELU-ULS 2006 : International symposium on ultimate limit states of geotechnical structures |
| Number of pages | 8 |
| Publisher | Laboratoire Central des Ponts et Chaussées |
| Publication date | 2006 |
| Pages | 87-94 |
| ISBN (Print) | 2720824682 |
| Publication status | Published - 2006 |
| Event | International symposium on ultimate limit states of geotechnical structures - Paris, France Duration: 23 Aug 2006 → 25 Aug 2006 |
Conference
| Conference | International symposium on ultimate limit states of geotechnical structures |
|---|---|
| Country/Territory | France |
| City | Paris |
| Period | 23/08/2006 → 25/08/2006 |
Keywords
- Soil Conditions
- Earth Pressure
- Plastic Zone
- Finite Element Modeling
- Uplift Capacity