Evaluation of sample quality of sensitive clay using intrinsic compression concept

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 133, Issue 1, 2007, Pages 83-90

  Hong, Zhenshun ^a   Han, Jie ^b  

^a SOUTHEAST UNIVERSITY   (China)

^b University of Kansas   (United States)

Author keywords

Clays; Evaluation; Soil compression

Indexed keywords

CLAY; COMPACTION; COMPRESSION TESTING; COMPRESSIVE STRENGTH; CONSOLIDATION; YIELD STRESS;

SENSITIVE CLAY; SOIL COMPRESSION; VOID INDEX;

GEOTECHNICAL ENGINEERING;

CLAY SOIL; COMPRESSION; MECHANICAL PROPERTY; OEDOMETER TEST; SOIL TEST; VOID;

COMPRESSION; SOIL BURIAL TEST; STRESS;

EID: 33845720604     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(2007)133:1(83)     Document Type: Article

References (27)

1. Andresen, A. A., and Kolstad, P. (1979). "The NGI 54-mm samplers for undisturbed sampling of clays and representative sampling of coarser materials." Int. Symp. on Soils Sampling, Singapore, 13-21.
2. Ariake Bay Research Group. (1965). "Quaternary system of the Ariake and the Shiranui Bay areas with special reference to the Ariake clay." Assoc. Geological Collaboration in Japan, 1-86 (in Japanese).
3. Burland, J. B. (1990). "On the compressibility and shear strength of natural clays." GeotechniqueGTNQA80016-8505, 40(3), 329-378.
4. Butterfield, R. (1979). "A natural compression law for soils." GeotechniqueGTNQA80016-8505, 29(4), 469-480.
5. Clayton, C. R. I., Siddique, A., and Hopper, R. J. (1998). "Effects of sampler design on tube sampling disturbance-Numerical and analytical investigation." GeotechniqueGTNQA80016-8505, 48(6), 847-867.
6. Flokes, D. J., and Crooks, J. H. A. (1985). "Effective stress paths and yielding in soft clays below embankments." Can. Geotech. J.CGJOAH0008-3674, 21(1), 21-35.
7. Fujikawa, T., and Takayama, M. (1980). "Physical properties of Ariake marine clays." Trans. Japanese Soc. Irrigation, Drainage and Reclamation Engineering, No. 88, 51-61 (in Japanese).
8. Hanzawa, H., Fukaya, T., and Suzuki, K. (1990). "Evaluation of engineering properties for an Ariake clay." Soils Found.SOIFBE0038-0806, 30(4), 11-24.
9. Hight, D. W., Böese, R., Butcher, A. P., Clayton, C. R. I., and Smith, P. R. (1992). "Disturbance of the Bothkennar clay prior to laboratory testing." GeotechniqueGTNQA80016-8505, 42(2), 199-217.
10. Holtz, R. D., Jamiolkowski, M., and Lancellotta, R. (1986). "Lessons from oedometer tests on high quality samples." J. Geotech. Engrg.JGENDZ0733-9410, 112(8), 768-776. 768-776.
11. Hong, Z., Negami, T., and Guo, H. (2004). "Gravitational sedimentation behavior of sensitive marine Ariake clays." Marine Georesources and Geotechnology, 22(1-2), 49-63. 2 49-63.
12. Hong, Z., and Onitsuka, K. (1998). "A method of correcting yield stress and compression index of Ariake clays for sample disturbance." Soils Found.SOIFBE0038-0806, 38(2), 211-222.
13. Hong, Z., and Tsuchida, T. (1999). "On compression characteristics of Ariake clays." Can. Geotech. J.CGJOAH0008-367410.1139/ cgj-36-5-807, 36(5), 807-814.
14. Jamiolkowski, M., Ladd, C. C., Jermaine, J. T., and Lancellotta, R. (1985). "New development in field and laboratory testing of soils." 11th Int. Conf. on Soil Mechanics and Foundation Engineering, San Francisco, Vol. 1, 57-153.
15. Lacasse, S., and Berre, T. (1988). "Triaxial testing methods for soils." Advanced triaxial testing of soil and rock, STP 977, ASTM, West Conshohoken, Pa., 264-289.
16. Lacasse, S., Berre, T., and Lefebvre, G. (1985). "Block sampling of sensitive clays." 11th Int. Conf. on Soil Mechanics and Foundation Engineering, San Francisco, Vol. 2, 887-892.
17. La Rochelle, P., Sarrailh, J., Tavenas, F., Roy, M., and Leroueil, S. (1981). "Causes of sampling disturbance and design of a new sampler for sensitive soils." Can. Geotech. J.CGJOAH0008-3674, 18(1), 52-66.
18. Leroueil, S., Tavenas, F., and Le Bihan, J. P. (1983). "Propriétés caractéristiques des argiles de l'est du Canada." Can. Geotech. J.CGJOAH0008-3674, 20(4), 681-705.
19. Locat, J., and Demers, D. (1988). "Viscosity, yield stress, remolded strength, and liquidity index relationships for sensitive clays." Can. Geotech. J.CGJOAH0008-3674, 25(4), 799-806.
20. Lunne, T., Berre, T., and Strandvik, S. (1997). "Sample disturbance in soft low plastic Norwegian clay." Recent developments in soil and pavement mechanics, M. Almeida, ed., Balkema, Rotterdam, The Netherlands, 81-102.
21. Nagaraj, T. S., and Srinivasa Murthy, B. R. (1986). "A critical reappraisal of compression index equation." GeotechniqueGTNQA80016-8505, 36(1), 27-32.
22. Nagaraj, T. S., Srinivasa Murthy, B. R., Vatsala, A., and Joshi, R. C. (1990). "Analysis of compressibility of sensitive soils." J. Geotech. Engrg.JGENDZ0733-9410, 116(1), 105-118.
23. Onitsuka, K., Hong, Z., Hara, Y., and Yoshitake, S. (1995). "Interpretation of oedometer test data for natural clays." Soils Found.SOIFBE0038-0806, 35(3), 61-70.
24. Pelletier, J. H., Oslon, R. E., and Rixner, J. J. (1979). "Estimation of consolidation properties of clay from field observation." Geotech. Test. J.GTJODJ0149-6115, 2(1), 34-43.
25. Shen, S., Han, J., Huang, X., and Du, S. (2003). "Laboratory studies on property changes in surrounding clays due to installation of deep mixing columns." Marine Georesources and Geotechnology, 21(1), 15-35.
26. Skempton, A. W. (1970). "The consolidation of clays by gravitational compaction." Q. J. Geol. Soc., 125, 373-411.
27. Torrance, J. K., and Ohtsubo, M. (1995). "Ariake Bay quick clays: A comparison with general model." Soils Found.SOIFBE0038-0806, 35(1), 11-19.