Geotechnical Engineering (한국지반공학회지:지반)

Korean Geotechnical Society (한국지반공학회)
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Estimation of Consolidation Settlement of Soft Clay due to Selfweight by the Finite Strain Consolidation Theory

유한 변형률 압밀이론에 의한 연약점토의 자중압밀 침하선정

  • 유남재 (강원대학교 공과대학 토목공학과) ;
  • 이명욱 (강원대학교 대학원 토목공학과 박사과정, 강원대학교 대학원 토목공학과) ;
  • 이종호
  • Published : 1995.09.01
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Abstract

A numerical study was performed consolidation of soft clay with high vc difference method, based on the prover was used to estimate consolidation set Results of centrifuge model tests a using the finite strain consolidation an Analyzed results between two theories Infinitesimal theory showed more delta the finite strain consolidation theory caused by that the finite strain condo during consolidation as well as non relations.

초기간극비가 큰 연약점토의 일차원 압밀특성을 조사하기 위하여 수치해석 연구슬 실시하였다. 유한변형률 압밀지배방정식을 바탕으로 양해차분의 수치해석기법을 사용하여 점토 토립자의 자중에 의한 압밀침하량의 산정을 실시하였다.

Keywords

References

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