Abstract
The purpose of this paper is to present the behavior of large diameter precast group piles subjected to lateral load. The group piles were constructed for in-site tests a study for High Speed Railway foundation. The site selected for testing was located at Taibao, Chiyi, Taiwan. All lateral tests were finished on June 28, 1997. In this study, the p-y curve method and Poulos's elastic method are selected to analyze lateral load-displacement behavior of a single pile, Poulos' elastic method and hybrid approach are used to analyze lateral load-displacement behavior of group piles. The results of comparing the data calculated form the suggested methods with those of measuring in the pile loading test, show that a good agreement is obtained in the study.
Original language | English |
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Pages | 391-394 |
Number of pages | 4 |
Publication status | Published - 2000 |
Event | Proceeedings of the 10th International Offshore and Polar Engineering Conference - Seattle, WA, USA Duration: 2000 May 28 → 2000 Jun 2 |
Other
Other | Proceeedings of the 10th International Offshore and Polar Engineering Conference |
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City | Seattle, WA, USA |
Period | 00-05-28 → 00-06-02 |
All Science Journal Classification (ASJC) codes
- Energy Engineering and Power Technology
- Ocean Engineering
- Mechanical Engineering