한국지반공학회:학술대회논문집 (Proceedings of the Korean Geotechical Society Conference)

한국지반공학회 (Korean Geotechnical Society)
권호 표지

지반층 변화에 따른 수평하중을 받는 말뚝의 거동 특성

The behavior characteristic of the laterally loaded pile installed in multi-layered soil

  • 경두현 (연세대학교 공과대학 토목공학과) ;
  • 홍정무 (연세대학교 공과대학 토목공학과) ;
  • 이준환 (연세대학교 공과대학 토목공학과)
  • Kyung, Doo-Hyun (School of Civil & Environmental Engineering, Yonsei Univ.) ;
  • Hong, Jung-Moo (School of Civil & Environmental Engineering, Yonsei Univ.) ;
  • Lee, Jun-Hwan (School of Civil & Environmental Engineering, Yonsei Univ.)
  • 발행 : 2009.03.27
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

Ultimate lateral loaded pile capacity is influenced by soil conditions. Methods of calculating ultimate lateral loaded pile capacity in homogeneous soil were suggested by a lot of previous researchers.(Broms 1964, Petrasovits & Award 1972, Prasad & Chari 1999) There is only few homogeneous soil in actual condition, however, it could be not conviction that the methods from previous researchers are correct in multi-layered soil. In this study, ultimate lateral capacities were estimated from artificial multi-layered soils and were measured from lateral load test that were composed by various soil conditions. The influence of layered soil conditions were confirmed by comparing with two results.

키워드