Behavior of Lateral Loaded Piles with Pile shape and Length

말뚝형태 및 길이변화를 고려한 수평재하말뚝의 거동특성

  • 황성욱 (연세대학교 토목공학과) ;
  • 김민기 (연세대학교 토목공학과) ;
  • 경두현 (연세대학교 토목공학과) ;
  • 이준환 (연세대학교 토목공학과)
  • Published : 2008.03.28

Abstract

In this study, Calibration Chamber Tests for cast-in-place piles in sand were performed for measuring behavior properties of piles. These tests were examined effects of various parameters of soil conditions including the relative density($D_R$), the coefficient of earth pressure, and investigated differences between cylindrical pile and taper-shaped pile with the same volumes. The important effect factors of foundation behavior were investigated by considering embedded depth of piles and shapes of piles, and inspected details of lateral behavior of piles. These results were verified reliabilities of each methods for comparing the results estimated with tests and the results by proposed estimating solutions in the past.

Keywords