Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2008.10a
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- Pages.1232-1238
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- 2008
An Analytical Study on the Determination of Reinforcement Length of Pile Slab Method
Pile Slab 공법의 보강길이 산정에 관한 해석적 연구
- Lee, Young-Keun (Dept. of Civil Engineering, Changwon National Univ.) ;
- Park, Choon-Sik (Dept. of Civil Engineering, Changwon National Univ.) ;
- Lee, Chae-Gun (Dept. of Civil Engineering, Changwon National Univ.)
- Published : 2008.10.10
Abstract
From the result of analysis using finite element method for the Pile Slab reinforcement length through embankment of height, soft ground and the change of cohesion following results were acquired. 1. The higher embankment of height is, the deeper depth of soft ground is, the smaller cohesion is, Pile Slab reinforcement length increased almost straight. 2. The reinforcement length is controlled by the depth of soft ground, cohesion, embankment of height and the like. Among these, cohesion of soft ground is affected the most. 3. The reinforcement length of Pile Slab is determined using by calculated formula.