Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2008.10a
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- Pages.744-747
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- 2008
Estimation of Rotation Point of Laterally Loaded Piles through Laboratory Test
실내모형 실험을 통한 수평재하말뚝의 회전점 산정
- Hwang, Sung-Wook (Dept. of Civil Engineering, ATMACS) ;
- Hong, Jung-Moo (Dept. of Civil Engineering, Yonsei University) ;
- Lee, Jun-Hwan (Dept. of Civil Engineering, Yonsei University)
- Published : 2008.10.10
Abstract
In this study, to analyze the rotation point of piles, the laboratory lateral load test was performed. The lateral load bearing capacity is one of the important factor related with structure failure directly. Analyzing rotation point in different soil condition, relative density and stress condition, leads more accurate ultimate lateral bearing capacity. Also, reliability was analyzed about established 예측식 as applying to tapered pile. As a result, the established prediction was suitable to cylider pile, but not to tapered pile.