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INTERPRETATION OF CPT TESTS IN HOLOCENE DEPOSITS. CASE STUDY URLATI-ROMANIA
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References24
Bowles J. E. (1996) “Foundation analysis and design” McGraw-Hill.
Hatanaka, M., Uchida, A. (1996). “Empirical correlation between penetration resistance and effective friction of sandy soil”. Soils & Foundations, Vol. 36 (4), 1-9, Japanese Geotechnical Society.
Kulhawy, F.H. and Mayne, P.W. Manual on Estimating Soil Properties for Foundation Design. Report EPRI-EL 6800, Electric Power Research Institute, Palo Alto, 306 p., 1990. 14th SGEM GeoConference on Science and Technologies in Geology, Exploration and Mining
Kulhawy, F.H. and Mayne, P.W. Relative density, SPT, and CPT interrelationships. Calibration Chamber Testing, (Proceedings, ISOCCT, Potsdam), Elsevier, New York, 197-211, 1991.
Lune, T., Robertson, P.K., Powell, J.J.M. Cone Penetration Testing in Geotechnical Practice, Spon Press, Cornwall, 1997.
Mayne, P.W., et.al. “Manual of Subsurface Investigations”. National Highway Institute, Washington DC, 2001.
Mayne, P.W. Cone Penetration Testing State-of-Practice. Transportation Research Board. Synthesis Study. NCHRP Project 20-05.Topic 37-14, 2007.
Mayne, P.W., Peuchen J. and Bouwmeester D. Soil unit weight estimation from CPTs. 2nd International Symposium on Cone Penetration Testing, CPT’10, Huntington Beach, CA, USA, www.cpt10.com, 2010.
Murgeanu G., Motaş I., et.al. Geological Map 1: 200000 - Ploieşti, Romanian Geologic Survey, 1968.
Robertson P. Interpretation of cone penetration tests-a unified approch.Canadian Geotechnical Journal, J46:1337-1355, 2009.
Robertson P.K. and Cabal K.L. Estimating soil unit weight from CPT. 2nd International Symposium on Cone Penetration Testing, CPT’10, Huntington Beach, CA, USA, www.cpt10.com, 2010.
Robertson P. Interpretation of in situ tests-some insights. Mitchell Lecture-ISC'4 Brazil, 2012.
Bowles J. E. (1996) “Foundation analysis and design” McGraw-Hill.
Hatanaka, M., Uchida, A. (1996). “Empirical correlation between penetration resistance and effective friction of sandy soil”. Soils & Foundations, Vol. 36 (4), 1-9, Japanese Geotechnical Society.
Kulhawy, F.H. and Mayne, P.W. Manual on Estimating Soil Properties for Foundation Design. Report EPRI-EL 6800, Electric Power Research Institute, Palo Alto, 306 p., 1990. 14th SGEM GeoConference on Science and Technologies in Geology, Exploration and Mining
Kulhawy, F.H. and Mayne, P.W. Relative density, SPT, and CPT interrelationships. Calibration Chamber Testing, (Proceedings, ISOCCT, Potsdam), Elsevier, New York, 197-211, 1991.
Lune, T., Robertson, P.K., Powell, J.J.M. Cone Penetration Testing in Geotechnical Practice, Spon Press, Cornwall, 1997.
Mayne, P.W., et.al. “Manual of Subsurface Investigations”. National Highway Institute, Washington DC, 2001.
Mayne, P.W. Cone Penetration Testing State-of-Practice. Transportation Research Board. Synthesis Study. NCHRP Project 20-05.Topic 37-14, 2007.
Mayne, P.W., Peuchen J. and Bouwmeester D. Soil unit weight estimation from CPTs. 2nd International Symposium on Cone Penetration Testing, CPT’10, Huntington Beach, CA, USA, www.cpt10.com, 2010.
Murgeanu G., Motaş I., et.al. Geological Map 1: 200000 - Ploieşti, Romanian Geologic Survey, 1968.
Robertson P. Interpretation of cone penetration tests-a unified approch.Canadian Geotechnical Journal, J46:1337-1355, 2009.
Robertson P.K. and Cabal K.L. Estimating soil unit weight from CPT. 2nd International Symposium on Cone Penetration Testing, CPT’10, Huntington Beach, CA, USA, www.cpt10.com, 2010.
Robertson P. Interpretation of in situ tests-some insights. Mitchell Lecture-ISC'4 Brazil, 2012.
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