Assessment of compressibility behavior of naturally cemented soft clays

Marine Georesources and Geotechnology

Volumn 22, Issue 1-2, 2004, Pages 1-20

  Chung, S G ^a   Prasad, K Nagendra ^a,b   Nagaraj, T S ^c   Chung, J G ^d   Jo, K Y ^e  

^a Dong A University   (South Korea)

^b SRI VENKATESWARA UNIVERSITY   (India)

^c INDIAN INSTITUTE OF SCIENCE   (India)

^d Busan College of Information Technology   (South Korea)

^e Busan Development Institute   (South Korea)

Author keywords

Cementation component; Conceptual framework modeling; Pusan soft clays; Structure

Indexed keywords

CEMENTIZATION; SOFT CLAYS; SOIL STRUCTURES;

BONDING; CEMENTS; COMPRESSIBILITY; ENVIRONMENTAL IMPACT; SOIL MECHANICS; STIFFNESS; STRENGTH OF MATERIALS;

CLAY;

COMPRESSIBILITY; MICROMECHANICS; SOFT CLAY; STRESS ANALYSIS;

EID: 4344685047     PISSN: 1064119X     EISSN: None     Source Type: Journal    
DOI: 10.1080/10641190490466892     Document Type: Article

References (41)

1. Al-Tabba, A. and D. M. Wood. 1989. An experimentally based bubble model for clay. In numerical models in geomechanics, pp. 91-99. in Elsevier. Niagara Falls Rotterdam.
2. Addis, M. A. and M. E. Jones. 1990. Mechanical behaviour and strain-rate dependence of high porosity chalk. Proceedings of the International Chalk Symposium. Brighton: Thomas Telford, pp. 111-116.
3. Anagnostropoulos, A., N. Kalteziotis, G. K. Tsiambaos, and M. Kawadas. 1991. Geotechnical properties of the Corinth Canal marls. Geotech. Geol. Engng 9: 1-26.
4. Burland, J. B. 1990. On the compressibility and shear strength of natural clays. Geotechnique 40(3): 329-378.
5. Burland, J. B., S. Rampello, V. N. Georgiannou, and G. Calabresi. 1996. A laboratory study of the strength of four stiff clays. Geotechnique 46(3): 491-514.
6. Calabresi, G. and G. Scarpelli. 1985. Effects of swelling caused by unloading in overconsolidated clays. Proc. 11th ICSMFE, San Francisco, Vol. 1, 411-414.
7. Chung, S. G. and P. H. Giao. 2001. Examination of Pusan clays at reference testing site. Lowland Technology International 3(2): 1-14.
8. Chung, S. G., P. H. Giao, J. M. Kwag, and M. Tanaka. 2002a. Comparative study on Korean and Japanese samplers in investigation of Pusan Clays. Proc. of Intl Workshop on Foundation Design Codes and Soil Investigation in view of International Harmonization and Performance based Design, IWS Kamakura 2002, Tokyo, Japan, 10-12 April, Y. Honjo et al. (Eds.), A.A. Balkema, 183-190.
9. Chung, S. G., P. H. Giao, T. S. Nagaraj, and J. M. Kwag. 2002b. Characterization of estuarine marine clays for coastal reclamation in Pusan, Korea. Marine Georesources and Geotechnology 20: 221-238.
10. Chung, S. G., P. H. Giao, G. J. Kim, and S. Leroueil: 2002c. Geotechnical properties of Pusan clays. Canadian Geotechnical Journal 39: pp. 1050-1060 (in print).
11. Clayton, C. R. I and J. F. Serratrice. 1993. The mechanical properties and behaviour of hard soils and soft rocks. Proceedings of the international symposium on hard soils-soft rocks, Athens: pp. 1839-1877.
12. Coop, M. R. and J. H. Atkinson. 1993. The mechanics of cemented carbonate sands. Geotechnique 43(1): 53-67.
13. Cotecchia, F. 1996. The effects of structure on the properties of an Italian Pleistocene clay. PhD thesis, University of London.
14. Eliot, G. M. and E. T. Brown. 1985. Yield of a soft, high-porosity rock. Geotechnique 35(4): 413-423.
15. Gens, A. and D. M. Potss. 1982. A theoretical model for describing the behavior of soils not obeying Rendulic's principle. International Symposium on Numerical Models in Geomechanics, Zurich: 24-32.
16. Gens, A. and R. Nova. 1993. Conceptual bases for a constitutive model for bonded soils and weak rocks. In Anagnotopoulos et al., (eds.), Geotechnical Engineering of Hard Soils and Soft Rocks, Balkema: 485-494.
17. Hight, D. W. 2000. Sampling effects in soft clay: An update. The Fourth International Geotechnical Engineering Conf., Cairo, Egypt, pp. 24-27 January, organized by Cairo University: pp. 1-41.
18. Kavvadas, M. 1983. A constitutive model for clays based on non-associated anisotropic elasto-plasticity. Proc. 2nd Int. Conf. Constitutive Laws Engng Materials, Tuscon. pp. 263-270.
19. Kenney, T. C., J. Moum. and T. Berre. 1967. An experimental study of bonds in a natural clay. Proc. Geotech. Conf. Shear Strength Properties of Natural Soils and Rocks, Oslo 1: pp. 65-69.
20. Leroueil, S. 1977. Quelques considerations sur le comportement desargiles sensibles. PhD thesis, Universite Laval, Quebec.
21. Leroueil, S., F. Tavenas, F. Brucy, P. La Rochelle, and M. Roy. 1979. Behavior of destructured natural clays. Journal Geotechnical Division, American Society Civil Engineers 105, (GT 6): 759-778.
22. Leroueil, S. and P. P. Vaughan. 1990. The general congruent effect of the structure natural and weak rocks. Geotechnique 40(3): 467-488.
23. Mitchel, J. K. and Z. V. Solymar. 1984. Time-dependent strength gain in freshly deposited or densified sand. Journal of Geotechnical Engineering Division, ASCE 110 (GT11): 1559-1576.
24. Muir Wood, D. 1995. Evaluation of material properties. Proc. Int. Symp. Prefailure Deformation Characteristics Geomaterials, Hokkaido 2: pp. 1179-1199.
25. Nagaraj, T. S. 1995. Effective stress in soils. 13th IGS-Annual Lecture. Indian Geotechnical Journal 25(1): 1-63.
26. Nagaraj, T. S. and N. Miura. 2001. Soft clay behaviour: Analysis and assessment. Rotterdam: A.A. Balkema.
27. Nagaraj, T. S., N. Miura, and A. Yamedara. 1999. Discussion on "A laboratory study of the strength of four stiff clays" by Burland et al. Geotechnique, 49(2): 273-278.
28. Nagaraj, T. S., B. R. Srinivasa Murthy, A. Vatsala, and R.C. Joshi. 1990. Analysis of compressibility of sensitive soils. J. Geotech. Engg. ASCE 116(1): 105-119.
29. Nagaraj, T. S., B. R. Srinivasa Murthy, and A. Vatsala. 1994. Analysis and prediction of soil behaviour. New Delhi: Wiley Eastern.
30. Nagaraj, T. S., N. S. Pandian, and P.S.R. Narashimha Raju. 1998. Compressibility behaviour of soft cemented soils. Geotechnique 48(2): 281-287.
31. Nagaraj, T. S., B. R. Srinivasa Murthy, and A. Vatsala. 1995. Discussion on an approximate method for estimating the consolidation behaviour of soft sensitive clays. Geotech. Testing J. 18(3): 384-388.
32. Nagendra Prasad, K., B. R. Srinivasa Murthy, A. Vatsala, and T. G. Sitharam. 1997. Prediction of extension test results of soft cemented clays with a simple constitutive model. Proc. of the IX Intl. Conf. on Computer Methods and Advances in Geomechanics Wuhan/China/ 2-7 November: Pp. 947-952.
33. Nova, R. and D. M. Wood. 1979. A constitutive model for sand in triaxial compression. Int. J. Num. Anal. Methods Geomechanics 3: 255-278.
34. Rampello, S. 1989. Effetti del rigofiamento sul comportamento meccanico di argille fortemente sovraconsolidate. Doctoral thesis, University of Rome 'La Sapienza.'
35. Roscoe, K. H. and J. B. Burland. 1968. On the generalized stress-strain behaviour of wet clay. Pp. 535-609 in J. Hayman and F. A. Leckie (eds.), Engineering Plasticity Cambridge University Press.
36. Smith, P. R., R. J. Jardine, and D. W. Hight. 1992. The yielding of Bothkennar clay. Geotechnique 42(2): 257-274.
37. Srinivasa Murthy, B. R., and K. Nagendra Prasad. 1997. Discussion on "an experimental and theoretical study of the behaviour of a calcarenite in triaxial compression." Geotechnique 47(4): 883-885.
38. Vaughan, P. R. 1985. Mechanical and hydraulic properties of in situ residual soils. Proc. First Intl. Conference on Geotechnics in Tropical Lateritic and Saprolitic Soils, Brazil: pp. 1-33.
39. Vaughan, P. R. 1988. Keynote paper; Characterizing the mechanical properties of in situ residual soil. Proc. 2, IC, on Geotechnics in Tropical Soils, Singapore, 12-14, Dec., V.2.
40. Wesley L. D. 1990. Influence of structure and composition on residual soils. JGED ASCE 116(4): 589-603.
41. Whittle, A. J. and M. Kavvadas. 1994. Formulation of the MIT-E3 constitutive model for overconsolidated clays. Journal of Geotechnical Engineering Division, ASCE 120(1): 173-198.