Abstract
This paper describes the result of an experimental investigation on the dynamic behavior of pile groups in an overconsolidated clay. By testing a scaled soil-pile model at normal gravity, the vertical dynamic response of a 2 × 2 pile group foundation was determined under random excitation. The result was compared to a theoretical solution.
| Original language | English (US) |
|---|---|
| Title of host publication | Proceedings of Engineering Mechanics |
| Pages | 86-89 |
| Number of pages | 4 |
| Volume | 1 |
| State | Published - Jan 1 1995 |
| Event | Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2) - Boulder, CO, USA Duration: May 21 1995 → May 24 1995 |
Other
| Other | Proceedings of the 10th Conference on Engineering Mechanics. Part 1 (of 2) |
|---|---|
| City | Boulder, CO, USA |
| Period | 5/21/95 → 5/24/95 |