Geotechnical properties of Pusan clays

Canadian Geotechnical Journal

Volumn 39, Issue 5, 2002, Pages 1050-1060

  Chung, S G ^a   Giao, P H ^a   Kim, G J ^a   Leroueil, S ^a  

^a Dong A University   (South Korea)

Author keywords

Geotechnical properties; Intrinsic compression; Pusan; Soft clay

Indexed keywords

CLAY; CONSOLIDATION;

SOIL PROFILES;

GEOTECHNICAL ENGINEERING;

GEOTECHNICAL PROPERTY; SOFT CLAY; SOIL PROFILE; SOIL PROPERTY;

SOUTH KOREA;

EID: 0036386175     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t02-055     Document Type: Article

References (25)

1. Bjerrum, L. 1973. Problems of soil mechanics in unstable soils. In Proceedings of the 8th International Conference on Soil Mechanics and Foundation Engineering (ICSMFE), Moscow, Vol. 3, pp. 111-159.
2. Bjerrum, L., and Simons, N.E. 1960. Comparison of shear strength characteristics of normally consolidated clay. In Proceedings of the ASCE Research Conference on the Shear Strength of Cohesive Soils, American Society of Civil Engineers, pp. 711-726.
3. Burland, J.G. 1990. On compressibility and shear strength of natural clays. Géotechnique, 40(3): 329-378.
4. Chung, S.G. 1999. Engineering properties and consolidation characteristics of Kimhae estuarine clayey thick deltaic deposits. In Special Publication, Proceedings of the 11th Asian Regional Conference on Soil Mechnics and Geotechnical Engineering, Seoul, Korea, 93-108
5. Demers, D., and Leroueil, S. 2002. Evaluation of preconsolidation pressure and the overconsolidation ratio from piezocone tests of clay deposits in Quebec. Canadian Geotechnical Journal, 39: 174-192.
6. Kabbaj, M., Oka, F., Leroueil, S., and Tavenas, F. 1986. Consolidation of natural clays and laboratory testing. In Consolidation of soils: testing and evaluation. Edited by R.N. Yong and F.C. Townsend, American Society for Testing and Materials (ASTM), STP 892, pp. 378-404.
7. Kabbaj, M., Tavenas, F., and Leroueil, S. 1988. In situ and laboratory stress-strain relationships. Géotechnique, 38(1): 83-100.
8. Kim, S.K. 1999. Large consolidation settlement occurred during reclamation works in the Nakdong river mouth. In Proceedings of the Korean Geotechnical Society (KGS) '99 Dredging and Geoenvironmental Conference, 2 Nov., Seoul, Korea, pp. 35-48.
9. Leroueil, S. 1988. Tenth Canadian Geotechnical Colloquium: Recent developments in consolidation of natural clays. Canadian Geotechnical Journal, 25(1): 85-107.
10. Leroueil, S. 1996. Compressibility of clays: fundamental and practical aspects. Journal of Geotechnical Engineering, ASCE, 122(7): 534-543.
11. Leroueil, S. 1999. Geotechnical characteristics of Eastern Canadian clays. In Characterization of soft marine clays - Proceedings of the International Symposium, Bothkennar, Drammen, Quebec & Ariake clays, Yokosuka, Japan. Edited by T. Tsuchida and A. Nakase, A.A. Balkema, Rotterdam, pp. 3-32.
12. Leroueil, S., Kabbaj, M., Tavenas, F., and Bouchard, R. 1985. Stress-strain - strain rate relationship for the compressibility of sensitive natural clays. Géotechnique, 35(2): 159-180.
13. v model in in-situ conditions. Soils and Foundations, 28(3): 13-25.
14. Leroueil, S., Tavenas, F., Mieussens, C., and Peignaud, M. 1978. Construction pore pressures in clay foundations under embankments. Part II: generalized behaviour. Canadian Geotechnical Journal, 15(1): 66-82.
15. Leroueil, S., Tavenas, F., and Le Bihan, J.-P. 1983. Propriétés caractéristiques des argiles de l'est du Canada. Canadian Geotechnical Journal, 20(4): 681-705.
16. Locat, J., and Tanaka, H. 1999. Microstructure, mineralogy and physical properties: techniques and application to the Pusan clays. In Proceedings of the Korean Geotechnical Society (KGS) '99 Dredging and Geoenvironmental Conference, 2 Nov., Seoul, Korea, pp. 15-31.
17. Morin, P., Leroueil, S., and Samson, L. 1983. Preconsolidation pressure of Champlain clays. Part I. In-situ determination. Canadian Geotechnical Journal, 20(4): 782-802.
18. Nagaraj, T.S., and Srinivasa Murthy, B.R. 1986. A critical reappraisal of compression index equation. Géotechnique 36(1): 27-32.
19. Nagaraj, T.S., and Miura, N. 2001. Soft clay behaviour - analysis and assessment. A.A. Balkema, Rotterdam, 315 pp.
20. Tanaka, H., and Tanaka, M. 1999. Key factors governing sample quality. In Characterization of soft marine clays - Proceedings of the International Symposium, Bothkennar, Drammen, Quebec & Ariake clays, Yokosuka, Japan. Edited by T. Tsuchida and A. Nakase, A.A. Balkema, Rotterdam, pp. 57-82.
21. Tanaka, H., Mishima, O., Tanaka, M., Park, S.Z., Jeoung, G.H., and Locat, J. 2001. Charcterization of Yangsan clay, Pusan, Korea. Soils and Foundations, 41(2): 89-104.
22. Tavenas, F., Jean, P., Leblond, P., and Leroueil, S. 1983. The permeability of natural soft clays. Part II: Permeability characteristics. Canadian Geotechnical Journal, 20(4): 645-660.
23. Tavenas, F., and Leroueil, S. 1987. Laboratory and in-situ stress-strain behavior of soft clays: a state-of-the-art. In International Symposium on Geotechnical Engineering of Soft Soils, Mexico City, 13-14 Aug., Edited by M.J. Menzoza. Sociedad Mexicana de Mecanica de Suelos, Mexico, City. Vol. 2, pp. 3-48.
24. Yin, J.H. 1999. Properties and behaviour of Hong Kong marine deposits with different clay contents. Canadian Geotechnical Journal, 36(6): 1085-1095.
25. Yin, J.-H., and Graham, J. 1994. Equivalent times and one-dimensional elastic visco-plastic modelling of time-dependent stress-strain behaviour of clays. Canadian Geotechnical Journal, 31(1): 42-52.