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

Korean Geotechnical Society (한국지반공학회)
권호 표지

The Characteristics of Strength and Consolidation of Clayey Soil Dependent on pH of Soil Pore Water

간극수의 pH가 점성토의 강도와 압밀특성에 미치는 영향

  • Lee, Ho-Jin (Dept. of Civil & Environmental Engineering, Hanyang University) ;
  • Kim, Byung-Il (Dept. of Civil & Environmental Engineering, Hanyang University) ;
  • Park, Sang-Kyu (Dept. of Civil & Environmental Engineering, Hanyang University) ;
  • Kim, Soo-Sam (Dept. of Civil & Environmental Engineering, Hanyang University)
  • 이호진 (한양대학교 토목환경공학과) ;
  • 김병일 (한양대학교 토목환경공학과) ;
  • 박상규 (한양대학교 토목환경공학과) ;
  • 김수삼 (한양대학교 토목환경공학과)
  • Published : 2005.03.25
Download PDF
⟨ Previous Next ⟩

Abstract

The purpose of this study is the understanding to changes in the characteristic of soil structure and classification, atterberg limits, undrained shear strength and consolidation of clayey soil dependent on pH of soil pore water. A series of tests including consistency tests, uniaxial compressive tests, vane tests and oedometer tests are performed on. The test results indicated that pH changes in the soil pH resulted in changes in the soil structure and classification, stress-strain behavior. Specially, when pH is conditioned to 7, liquid limit, undrained shear strength and preconsolidation pressure are the largest.

Keywords