Mechanism of Dilatory Dissipation during Piezocone Tests in Lightly Overconsolidated Cohesive Soil
![]() |
Ha, Tae-Gyun
(School of Civil and Environ. Engrg., Seoul National Univ.)
Jung, Jong-Hong (Expressway and Transportation Technology Institute, Korea Expressway Corporation) Kim, Hong-Jong (Expressway and Transportation Technology Institute, Korea Expressway Corporation) Park, Lae-Seon (Executive Managing Director for Construction, Korea Expressway Corporation) Chung, Choong-Ki (School of Civil and Environ, Engrg., Seoul National Univ.) |
1 | Baligh, M. M., and Levadox, J. M. (1986), 'Consolidation after Undrained Piezocone Penetration II: Interpretation', Journal of Geotechnical Engineering, ASCE, Vol.112, No.7, pp.727-745 DOI ScienceOn |
2 | Chen, B. S. Y., and Mayne, P. W. (1994), Profiling the overconsolidation ratio of clays by piezocone tests, Georgia Institute of Technology, Atlanta, International Report GIT-CEEGEO-94-1 |
3 | Davidson, J. L. (1985), 'Pore pressures generated during cone penetration testing in heavily overconsolidated clays', Proceedings of 11th International Conference on Soil Mechanics and Foundation Engineering, San Francisco, Vol.5, pp.2699 |
4 | Lutenegger, A. J., and Kabir, M. G. (1988), 'Interpretation of Piezocone Results in Overconsolidated Clays', Proceedings of Penetration Testing in the UK., Thomas Telford, London, pp.147 -150 |
5 | Mayne, P.W. (1988), 'Determining OCR of clays from laboratory strengths', Journal of Geotechnical Engineering, ASCE, Vol.114, No.1, pp.76-92 DOI ScienceOn |
6 | Whittle, A. J., and Aubeny, C. P. (1993), 'The effects of installation disturbance on interpretation of in situ tests in clay', Predictive soil mechanics, pp.742-767 |
7 | Worth, C.P. (1984), 'The interpretation of in-situ soil tests: 24th Rankine Lecture', Geotechnique, Vol.34, No.4, pp.449-489 DOI ScienceOn |
8 | Mayne, P. W. and Bachus, R. C. (1988), 'Profiling OCR in clays by piezocone soundings', Proceedings of the International Symposium on Penetration Testing, ISOPT-1, Orlando, 2, pp.857-864 |
9 | Chen, B. S. Y., and Mayne, P. W. (1996), 'Statistical relationships between piezocone measurements and stress history of clays', Canadian Geotechnical Journal, Vol.33, PP.488-498 DOI ScienceOn |
10 | Chang, M. F. (1991), 'Interpretation of overconsolidation ratio from in situ tests in Recent clay deposits in Singapore and Malaysia', Canadian Geotechnical Journal, Vol.28, pp.210-225 DOI |
11 | Mayne, P.W., and Holtz, R.O. (1988), 'Profiling stress history from piezocone soundings', Soils and Foundations, Vol.28, No.1, pp.16-28 DOI ScienceOn |
12 | Torstensson, B. A. (1977), The pore pressure probe, Nordiske Geotekniske Mte, Olso, Paper No.34, pp.34.1-34.15 |
13 | Burns, S. E., and Mayne, P. W. (1998), 'Monotonic and dilatory pore-pressure decay during piezocone tests in clay', Canadian Geotechnical Journal, Vol.35, pp.1063-1073 DOI |
14 | Kim, T.J. (2005), Dissipation of pore water pressure due to piezocone penetration in DC clay, Ph. D. Dissertation, Korea University, Seoul, Korea |
15 | Kim, T.J., Kim, N.K., Tumay, M.T., and Lee, WJ. (2007), 'Spatial distribution of excess pore-water pressure due to piezocone penetration in overconsolidated clay', Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol.133, No.6, pp.674-683 DOI ScienceOn |
16 | Robertson, P.K., Campanella, R.G., Gillespie, D., and Grieg, J. (1986), 'Use of piezometer cone data', Proceedings of ASCE Specialty Coif. In Situ' 86: Use of In Situ Tests in Geotechnical Engineering, New York. pp.1263-1280 |
17 | Konrad, J. M., and Law, K. T. (1987), 'Undrained strength from piezocone tests', Canadian Geotechnical Journal, Vol.24, pp.392-405 DOI ScienceOn |
18 | Sully, J.P., Campanella, R.G., and Robertson, P.K. (1988), 'Overconsolidation ratio of clays from penetration pore water pressures', Journal of Geotechnical Engineering, ASCE, Vol.114, No.2, pp. 209-215 DOI ScienceOn |
19 | 이선재, 정충기, 김명모 (1988), '피에조콘을 이용한 국내 지반 흙의 분류', 한국지반공학회지, 제14권, 제4호, pp.163-176 |
20 | Teh, C. I. and Houlsby, G. T. (1991), 'An analytical study of the cone penetration test in clay', Geotechnique, No.41, Vol.1, pp. 17-34 |
![]() |