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SOIL PROPERTIES DERIVED FROM CPT TESTS VERSUS LABORATORY TESTS.

Stгnciucu, Mihaela

First published: 2015https://doi.org/10.5593/sgem2015/b12/s2.089View metrics

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Title
SOIL PROPERTIES DERIVED FROM CPT TESTS VERSUS LABORATORY TESTS.
Authors
Stгnciucu, Mihaela
Proceedings
SGEM International Multidisciplinary Scientific GeoConference EXPO Proceedings; 15th International Multidisciplinary Scientific GeoConference SGEM2015, SCIENCE AND TECHNOLOGIES IN GEOLOGY, EXPLORATION AND MINING
Publisher
Stef92 Technology
Year
2015
Pages
673-680
ISSN
1314-2704
ISBN
978-619-7105-32-2
Language
en
Publication type
Conference Paper
Keywords
HydrogeologyEngineering Geology and Geotechnics
References30

  1. Caraivan, Gl. et al. (2000)." Recent geological processes and geomorphology of the Black Sea"– Univ. Ovidius, Abstracts volume.

  2. Casagrande, A. (1948) " Classification and Identification of Soils ". Transactions, ASCE, pp.901.

  3. Dinu.C.,Wong H.K.,Tambrea D., Matenco L.(2005). " Stratigraphyc and structural characteristics of the Romanian Black Sea shelf".Tectonophysics 410, pp.:417-435.

  4. Jamiolkowski M., Ghionna V.N., Lancellotta R., Pasqualini E. (1988) "New Correlations of Penetration Tests for Design Practice".Proceedings of the First International Symposium on Penetration Testing, ISOPT-1, Balkema, Rotterdam, pp.:263-296.

  5. Jamiolkowski M., Lo Presti D.C.F., Manassero M. (2001)." Evaluation of Relative Density and Shear Strength of Sands from CPT and DMT ". Soil Behaviour and Soft Ground Construction:Geotechnical Special Publication No.119, pp.:201-238.

  6. Kulhawy, F.H. and Mayne, P.W. (1990) " Manual on Estimating Soil Properties for Foundation Design". Electric Power Research Institute, Palo Alto, EPRI Report EL- 6800.

  7. Kulhawy, F.H. and Mayne, P.W. (1991)." Relative density, SPT, and CPT inter- relationships". Calibration Chamber Testing, (Proceedings, ISOCCT, Potsdam), Elsevier, New York, pp.:197-211.

  8. Mayne P.W., Kulhawy F.H. (1982) " Ko-OCR Relationships in Soil ". Journal of the Geotechnical Engineering Division, Proceedings of the American Society of Civil Engineers, Vol. 108, No.GT6, pp.: 851-872.

  9. Mayne P.W. (1995) " CPT Determination of Overconsolidation Ratio and Lateral Stresses in Clean Quartz Sands . International Symposium on Cone Penetration Testing, Vol.2, SGF Report, No.3:95, Swedish Geotechnical Society, Linkö ping, pp.215-220.

  10. Mayne, P.W. (2001) “Stress-Strain-Stre ngth-Flow Parameters from Enhaced In-Situ Tests”. Proceedings, International Conference on In-Situ Measurements of Soils Properties and Case Histories, Bali, Indonesia, pp. 27-48.

  11. Mayne, P.W., Peuchen J. and Bouwmeester D. (2005)."S oil unit weight esti-mation from CPTs". 2nd Internat ional Symposium on Cone Penetration Testing, CPT’10, Huntington Beach, CA, USA, www.cpt10.com.

  12. Mayne, P.W. (2007) Cone Penetration Testing State-of-Practice. Transportation Research Board. Synthesis Study. NCHRP Project 20-05.Topic 37-14, 2007.

  13. Panin, N. (2007)" The Black Sea Geology, Environment and Archaeology. Hazard Natural": Tsunami Events in Black Sea, pp.: 3 – 10.

  14. Robertson, P.K. (1990), " Soil Classification using the Cone Penetration Test ", Canadian Geotechnical Journal, Vol. 27, No. 1, pp. 151-158.

  15. Wierzbicki J. (2009). " Analysis of changes in overconsolidation ratio in selected profiles of non-lithified deposits ." Arhitecture, Civil Engineering, Environment. Silezian University of Technology, no.3, pp.77-84. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

  16. Caraivan, Gl. et al. (2000)." Recent geological processes and geomorphology of the Black Sea"– Univ. Ovidius, Abstracts volume.

  17. Casagrande, A. (1948) " Classification and Identification of Soils ". Transactions, ASCE, pp.901.

  18. Dinu.C.,Wong H.K.,Tambrea D., Matenco L.(2005). " Stratigraphyc and structural characteristics of the Romanian Black Sea shelf".Tectonophysics 410, pp.:417-435.

  19. Jamiolkowski M., Ghionna V.N., Lancellotta R., Pasqualini E. (1988) "New Correlations of Penetration Tests for Design Practice".Proceedings of the First International Symposium on Penetration Testing, ISOPT-1, Balkema, Rotterdam, pp.:263-296.

  20. Jamiolkowski M., Lo Presti D.C.F., Manassero M. (2001)." Evaluation of Relative Density and Shear Strength of Sands from CPT and DMT ". Soil Behaviour and Soft Ground Construction:Geotechnical Special Publication No.119, pp.:201-238.

  21. Kulhawy, F.H. and Mayne, P.W. (1990) " Manual on Estimating Soil Properties for Foundation Design". Electric Power Research Institute, Palo Alto, EPRI Report EL- 6800.

  22. Kulhawy, F.H. and Mayne, P.W. (1991)." Relative density, SPT, and CPT inter- relationships". Calibration Chamber Testing, (Proceedings, ISOCCT, Potsdam), Elsevier, New York, pp.:197-211.

  23. Mayne P.W., Kulhawy F.H. (1982) " Ko-OCR Relationships in Soil ". Journal of the Geotechnical Engineering Division, Proceedings of the American Society of Civil Engineers, Vol. 108, No.GT6, pp.: 851-872.

  24. Mayne P.W. (1995) " CPT Determination of Overconsolidation Ratio and Lateral Stresses in Clean Quartz Sands . International Symposium on Cone Penetration Testing, Vol.2, SGF Report, No.3:95, Swedish Geotechnical Society, Linkö ping, pp.215-220.

  25. Mayne, P.W. (2001) “Stress-Strain-Stre ngth-Flow Parameters from Enhaced In-Situ Tests”. Proceedings, International Conference on In-Situ Measurements of Soils Properties and Case Histories, Bali, Indonesia, pp. 27-48.

  26. Mayne, P.W., Peuchen J. and Bouwmeester D. (2005)."S oil unit weight esti-mation from CPTs". 2nd Internat ional Symposium on Cone Penetration Testing, CPT’10, Huntington Beach, CA, USA, www.cpt10.com.

  27. Mayne, P.W. (2007) Cone Penetration Testing State-of-Practice. Transportation Research Board. Synthesis Study. NCHRP Project 20-05.Topic 37-14, 2007.

  28. Panin, N. (2007)" The Black Sea Geology, Environment and Archaeology. Hazard Natural": Tsunami Events in Black Sea, pp.: 3 – 10.

  29. Robertson, P.K. (1990), " Soil Classification using the Cone Penetration Test ", Canadian Geotechnical Journal, Vol. 27, No. 1, pp. 151-158.

  30. Wierzbicki J. (2009). " Analysis of changes in overconsolidation ratio in selected profiles of non-lithified deposits ." Arhitecture, Civil Engineering, Environment. Silezian University of Technology, no.3, pp.77-84. International Multidisciplinary Scientific GeoConfenferences SGEM 2015 www.sgem.org

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