Proceedings of the Korean Geotechical Society Conference (한국지반공학회:학술대회논문집)
- 2000.11a
- /
- Pages.237-244
- /
- 2000
Response of H-Pile under Lateral Load in Cohesionless Soils
사질토 지반에서 고강도 H-형강 말뚝의 수평거동
Abstract
Piles are often subjected to both axial and lateral loads. The nonlinear subgrade reaction method is widely used for the design of laterally loaded piles and in this approach the soil reaction is replaced with a series of independent nonlinear Winkler springs. In this study, Laterally loaded high strength H-piles were analyzed using a finite difference solution, and three p-y curve models with different k values(the coefficient of horizontal subgrade reaction, [FL