Magazine of the Korean Society of Agricultural Engineers (한국농공학회지)

The Korean Society of Agricultural Engineers (한국농공학회)
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Constitutive Relation of Consolidaion for Marine Clay

해성점토의 압밀구성관계

  • 차경섭 (서울대학교 농업생명과학대학)
  • Published : 2000.05.01
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Abstract

Most soft ground in the southern and western coasts in Korea consists of very compressible alluvial deposits. Four samples in these alluvial deposite were selected to manifest the constitutive relations of consolidation. A series of tests were performed to investigate void ratio -effective stress relationand void ratio-coefficient of permeability relation on soil samples obtained at Haenam. Jindo Mankyung and Janghung permeabilities by CRS thoery were similar to directly measured data but those of indirectly computed by $C\upsilon$ shows difference. Several models about compressibility and permeability were compared with test data.

Keywords

References

  1. 한국지반공학회 준설·매립 위원회 학술발표집 v.2 일정변위 압밀시험에 의한 연약점토의 압밀특성 산정 유남재;박순규;김영길;이명욱
  2. 확장멱함수모형을 이용한 일차원 비선형 압밀속도 모형의 개발 원정윤;장병욱
  3. 일정변형률 및 표준압밀시험을 이용한 해성점토의 압밀특성 연구 이우진;임형덕;이원제
  4. 해성점토에 대한 압밀구성관계 연구 차경섭
  5. Journal of Geotechnical Engineering v.119 no.9 Limitations of Conventional Analysis of Consolidation Settlement Duncan, J. M.
  6. Journal of Geotechnical Engineering v.117 no.1 Modeling One-Dimensional Compression Characteristics of Soils Liu, J. C.;Znidarcic, D.
  7. XIII ICSMFE Pemeability Characteristics of soft clays Mesri, G.;Feng, T. W.;Ali, S.;Hayat, T. M.
  8. Technical Note, Soils and Foundations, JSSMEF v.27 no.3 Compression curve of soft soils Olikawa, H.
  9. Journal of Geotechnical Engineering Division v.108 no.GT6 Permeability and Consolidated Soils Samarasinghe, A. M.;Huang, Y. H.;Drenvich, V. P.
  10. Journal of Geotechnical and Geoenviromental Engineering v.123 no.5 Experimental Verfication of CRS Consolidation Theory Sheahan, T. C.;Watters, P. J.
  11. Journal of the Soil Mechanics and Foundation Division Proceeding of the American Society of Civil Engineers Consolidation under constant rates of strain Smith, Ronald E.;Wahls, Harver E.
  12. Canadian Geotechnical journal v.20 The Pemeability of natural soft clays, Part II: Permeability characteristics Tavenas, F.;Jean, P.;Leblond, P.;Leroueil, S.
  13. Soils and Foundation, JSSMFE. v.20 no.2 Constant Rate of Strain Consolidation for Very Soft Clayey Soils Umehara Yasufumi;Zen Kouki
  14. Compression and Consolidation of Clayey soils Direct determination of permeability of clay from constant rate of strain consolidation tests Yoshikuni, H.;Moriwaki, T.;Ikegami, S.;Xo, T.
  15. Clays and Clay Minearls v.19 Mechanism controlling the permeability of clays Mesri, G.;Olson R. E.