Comparison of CPTU and DMT Results on Inchon International Airport Marine Soils

인천국제공항 부지 해성 세립토에 대한 CPTU와 DMT 결과 비교

  • 김주형 (서울대학교 공과대학 지구환경시스템 공학부 박사과정 수료) ;
  • 김영웅 (인천국제공항공사 품질안전팀 건설시험소장) ;
  • 조성민 (한국도로공사 도로연구소 책임연구원) ;
  • 김명모 (서울대학교 공과대학 지구환경시스템 공학부)
  • Published : 2000.12.01

Abstract

인천국제 공항에 분포하는 해성세립토 지반에서 일련의 CPTU와 DMT를 실시하고 그결과로부터 구한 비배수전단강도($s_{u}$ ), 과입밀도(OCR), 압밀계수($c_{h}$) 등과 같은 지반 정수와 기존의 시험자료 등을 분석하여 두 시험 결과를 비교하였다. 이 분석에의하면, CPTU와 DMT 두시험은 모두 피에조콘 정수, $B_{q}$ )로 분류하여 점성토인 지반에서 보다 신뢰성이 높은결과를 주었으며, 또한 해석방법에 따라 지반정수 산정결과에 큰 편차를 보여, 적절한 해석방법의 선택이 신뢰성있는 지반정수의 산정을 위한 주요한 인자임을 알았다. 그리고, 소성적 성질이 낮은 세립토 지반에서의 CPTU와 DMT를 이용한 비배수전단 강도 또한 과압밀비의 산정은 상당한 오차를 유발할 수 있다고 판단되었다.

Keywords

References

  1. 서울대학교 공과대학 산학협동연구 피에조콘 관입시험 활성화를 위한 동부건설(주) 동부건설(주);서울대학교
  2. Research Report Pore pressure dissipation after cone 'penetration' Baligh M.M.;Levadox J.N.
  3. Journal of Geotechnical Engineering;ASCE v.112 no.7 Consolidation after Undrained Piezocone Penetration; Ⅱ: Interpretation Baligh M.M.;Levadox J.N.
  4. International Conference on Ground Improvement Techniques Assessment of Degree of Consolidation in Soil Improvement Project Bo M.W.;Arulrajah A;Choa V.
  5. Symposium San Diego 1984 v.STP 883 Cone Penetration Test Results in offshore California Silts. Strength Testing of Marine Sediments; Laboratory and In Situ Measurements Bugno W.T.;McNeilan T.W.
  6. Proc. of 2nd European Symposium on Penetration Testing v.2 Pore Pressure during Cone Penetration Testing Campanella R.G.;Gillespie D.G.;Robertson P.K.
  7. Proceedings of 11th International Conference on Soil MEchanics and Foundation Engineering v.2 Recent Developments in In Situ Testing of Soils Campanella R.;Robertson P.;Gillespie D.;Grieg J.
  8. Canadian Geotechnical Journal v.28 Interpretation of Overconsolidation Ratio from In-Situ Tests in Recent Clay Deposits in Singapore and Malaysia Chang M.F.
  9. Report No FHWA-SA-91-044 The Flat Dilatometer Test FHWA
  10. D. Dissertation to the University of Florida Determination of the In Situ Coefficient of Consolidation and Permeability of Submerged Soils Usin Electrical Piezoprobe Soundings Gupta R.C.
  11. Proc. of 1st International Symposium on Penetration Testing v.1 Calibration of Dilatometer Cornelations Lacasse S.;Lunne T.
  12. Proceedings of International Symposium on Soft Clay Consolidation Characteristics of Rio de Jainero soft clay Lacerda W.A.;Costa-Filho L.M.;Duarte A.E.R.
  13. 1st International Conference on Site Characterization Estimations of Geotechnical Properties from Piezocone Penetration Tests in Korea Lee S.J.;Kim M.M.
  14. Proc. of 11th International Conference on Soil Mechanics and Foundation Engineering v.2 Engineering use of Piezocone data in North Sea Clays Lunne T.;Christofferson H.P.;Tjelta T.I.
  15. Paper submitted to specialty session on Measurement of Lateral Stress;69th Annual Meeting of the Transportation Research Board Correlation of Dilatometer Readings to Lateral Stress Lunne T.;Powell J.J.M.;Hauge E.A;Uglow I.M.;Mokkelbost K.H.
  16. Proceedings 1st international Symposium on Penetration Testing v.1 Current status of the Marchetti dilatometer test Lutenegger A.J.
  17. ASCE Journal of Geotechnical Engineering v.106 In-Situ Tests by Flat Dilatometer Marchetti S.
  18. Proc. of the ASCE Specialty Conference on Use of In Situ Tests in GEotechnical Engineering CPT indexing of in-situ OCR in clays Mayne P.W.
  19. Geotechnical Testing Journal;GTJODJ v.10 no.3 Determining Preconsolidation Stress and Penetration Pore Pressures from DMT Contact Pressures Mayne P.W.
  20. Proc. of ICE Geotechnology Conference on Penetration Testing in UK The Interpretation of the Marchetti Dilatometer Test in UK Clays Powell J.I.M.;Uglow I.M.
  21. Proc. of the 1st International Symposium on Penetration Testing;ISOPT-1 v.1 Basic Interpretation Procedures of Flat Dilatometer Tests Roque R.;Janbu N.;Sennset K.
  22. SGF Report 1:95E of Swedish Geotechnical Society Recommended Standard for Dilatometer Tests SGI
  23. Proceedings of 1st International Symposium on Penetration Testing v.2 On the Possibility of Estimating In-Situ OCR using Piezometer(CPTU) Sugawara Noriaki
  24. Strength Testing of Marine Sediments(STP 883) Shear Strength Parameters obtained from Static CPT Sunneset K.;Janbu N.;R.C. Chaney;K.R. Demars(ed.)
  25. Journal of the Soil Mechanics and Foundations Division v.98 no.SM3 Expansion of Cavities in Infinite Soil Masses Vesic A.S.
  26. Proceedings of 1st International Symposium on Penetration Testing v.1 Penetration Testing - A More Rigorous approach to Interpretation Wroth C.P.
  27. Geotechnique v.1 no.41 AN Analytical Study of the Cone Penetration Test in Clay Teh C.I.;Houlsby G.T.
  28. Nordiske Geotekniske Mote;Paper No.34 The Pore Pressure Probe Torstensson B.A.