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

한국지반공학회 (Korean Geotechnical Society)
권호 표지

실험적 연구를 통한 모래입자 형상이 토질정수에 미치는 영향

Experimental Study on Effects of Sand Particles Shape on Geotechnical Properties

  • 신은철 (인천대학교 토목환경시스템공학과) ;
  • 김종인 (인천대학교 토목환경시스템공학과) ;
  • 이한진 (인천대학교 토목환경시스템공학과)
  • Shin, Eun-Chul (Dept. of Civil & Environmental System Engineering, University of Incheon) ;
  • Kim, Jong-In (Dept. of Civil & Environmental System Engineering, University of Incheon) ;
  • Lee, Han-Jin (Dept. of Civil & Environmental System Engineering, University of Incheon)
  • 발행 : 2006.03.24
PDF 다운로드
⟨ 이전 논문 다음 논문 ⟩

초록

Several soil parameters such as particle characteristics, geological element, drainage and loading conditions are influenced on the shear strength of soil. The characteristics of soil particles are important factor to the shear strength of soil. However, this component is not well considered in the determination of soil strength in Korea. The particle shape of sand was analyzed by utilizing SEM(Scanning Electron Micrograph) and compared its results in terms of aspect ratio, angularity and roughness. Based on the determined soil parameters, the ultimate bearing capacity of sandy ground was estimated by using Terzaghi bearing capacity equation.

키워드