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NTIS 바로가기한국산학기술학회논문지 = Journal of the Korea Academia-Industrial cooperation Society, v.10 no.7, 2009년, pp.1668 - 1672
In this study, the method by Robertson which has been most commonly used for classifying soils, using piezocone test results, was compared with that by Schneider which was most recently proposed. Both methods were applied to the soils in Gyeonggi province and the classifying results were investigate...
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P. K. Robertson, "Soil Classification using the Cone Penetration Test", Canadian Geotechnical J., pp. 151-158, Vol. 27, No. 8, 1990.
P. K. Robertson, "Soil Classification using the Cone Penetration Test: Rply", Canadian Geotechnical J., pp. 176-178, Vol. 28, No. 1, 1991.
J. A. Schneider, M. F. Randolph, P. W. Mayne, N. R. Ramsey, "Analysis of Factors Influencing Soil Classification Using Normalized Piezocone Tip Resistance and Pore Pressure Parameters", J. of Geotechnical and Geoenvironmental Engineering, pp. 1569-1586, November, 2008
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K. A. Finke, P. W. Mayne, R. A. Klopp, "Piezocone Testing in Atlantic Piedmont Residuum", J. of Geotechnical and Geoenvironmental Engineering, pp. 48-54, Vol. 127, No. 1, 2001.
K. A. Finke, P. W. Mayne, "Closure to Piezocone Testing in Atlantic Piedmont Residuum", J. of Geotechnical and Geoenvironmental Engineering, pp. 443-446, Vol. 128, No. 5, 2002.
D.-K. Kim, W.-J. Lee, "A Study on Piezocone Test using a Calibration Chamber", J. of Korean Geotechnical Society, pp. 99-106, Vol 16, No. 3, June, 2000.
H.-D. Lim, D.-K. Kim, W.-J. Lee, "Initial Excess Pore Water Pressure Induced by Cone Penetration in Normally Consolidated Clays", J. of Korean Geotechnical Society, pp. 151-161, Vol 19, No. 1, Feb., 2003.
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