Change of hydraulic conductivity during compression of undisturbed and remolded clays

Applied Clay Science

Volumn 51, Issue 1-2, 2011, Pages 86-93

  Zeng, Ling Ling ^a   Hong, Zhen Shun ^a   Cai, Yuan Qiang ^b   Han, Jie ^c  

^a SOUTHEAST UNIVERSITY   (China)

^b WENZHOU UNIVERSITY   (China)

^c UNIVERSITY OF KANSAS   (United States)

Author keywords

Clay mineral; Clays; Compressibility; Hydraulic conductivity; Liquid limit; Strain

Indexed keywords

COMPRESSION BEHAVIOR; COMPRESSION CURVES; LIQUID LIMIT; MODIFIED OEDOMETERS; OEDOMETER TESTS; SPECIFIC VOLUME; STRAIGHT LINES; UNDISTURBED SPECIMENS; VERTICAL STRESS; VOID INDEX; VOID RATIOS;

ALGEBRA; COMPRESSIBILITY; HYDRAULIC CONDUCTIVITY; LIQUIDS; SILICATE MINERALS; STRAIN;

CLAY MINERALS;

COMPRESSIBILITY; COMPRESSION; HYDRAULIC CONDUCTIVITY; LIQUID LIMIT; OEDOMETER TEST; SOIL MECHANICS; STRAIN RATE; STRESS; VOID RATIO;

EID: 78650724797     PISSN: 01691317     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.clay.2010.11.005     Document Type: Article

References (32)

1. Berilgen S.A., Berilgen M.M., Ozaydin I.K. Compression and permeability relationships in high water content clays. Applied Clay Science 2006, 31:249-261.
2. Burland J.B. On the compressibility and shear strength of natural clays. Geotechnique 1990, 40(3):329-378.
3. Butterfield R. A natural compression law for soils. Geotechnique 1979, 29(4):469-480.
4. Carrier W.D., Bechman J.F. Correlations between index tests and the properties of remoulded clays. Geotechnique 1984, 34(2):211-228.
5. Dolinar B. Predicting the hydraulic conductivity of saturated clays using plasticity-value correlations. Applied Clay Science 2009, 45:90-94.
6. Gibson R.E., England G.L., Hussey M.J. The theory of one-dimensional soil consolidation of saturated clays. Geotechnique 1967, 17(3):261-273.
7. Head K.H. Manual of Soil Laboratory Testing: Soil Classification and Compaction Tests 1992, Pentech Press Limited, London. 2nd ed.
8. Hight D.W., Bond A.J., Legge J.D. Characterization of the Bothkennar clay: an overview. Geotechnique 1992, 42(2):303-347.
9. Hong Z., Onitsuka K. A method of correcting yield stress and compression index of Ariake clays for sample disturbance. Soils and Foundations 1998, 38(2):211-222.
10. Hong Z., Tsuchida T. On compression characteristics of Ariake clays. Canadian Geotechnical Journal 1999, 36(5):807-814.
11. Hong Z., Yin J., Cui Y. Compression behaviour of reconstituted soils at high initial water contents. Geotechnique 2010, 60(9):691-700.
12. Horpibulsuk S., Shibuya S., Fuenkajorn K., Katkan W. Assessment of engineering properties of Bangkok clay. Canadian Geotechnical Journal 2007, 44(2):173-187.
13. Imai G. Development of a new consolidation test procedure using seepage force. Soils and Foundations 1979, 19(3):45-60.
14. Leroueil S., Tavenas F., Brucy F., La Rochelle P., Roy M. Behavior of destructured natural clays. Journal of Geotechnical Engineering ASCE 1979, 105(6):759-778.
15. Leroueil S., Diene M., Tavenas F., Kabbaj M., La Rochelle P. Direct determination of the permeability of clay under embankments. Journal of Geotechnical Engineering ASCE 1988, 114(6):645-657.
16. Leroueil S., Bouclin G., Tavenas F., Bergeron L., Rochelle P.L. Permeability anisotropy of natural clays as a function of strain. Canadian Geotechnical Journal 1990, 27(6):568-579.
17. Mesri G., Rokhsar A. Theory of consolidation for clays. Journal of Geotechnical Engineering ASCE 1974, 100(8):889-904.
18. Mitchell J.K. Fundamentals of Soil Behavior 1993, John Wiley and Sons Inc., New York. 2nd ed.
19. Nagaraj T.S., Pandian N.S., Narasimha Raju P.S.R. Stress state-permeability relationships for fine-grained soils. Geotechnique 1993, 43(2):333-336.
20. Ohtsubo M., Egashira K., Kashima K. Depositional and post-depositional geochemistry, and its correlation with the geotechnical properties of marine clays in Ariake Bay, Japan. Geotechnique 1995, 45(3):509-523.
21. Onitsuka K., Hong Z., Hara Y., Yoshitake S. Interpretation of oedometer test data for natural clays. Soils and Foundations 1995, 35(3):61-70.
22. Raymond G.P. Laboratory consolidation of some normally consolidated soils. Canadian Geotechnical Journal 1966, 3(4):217-234.
23. Robinson R.G. Consolidation analysis with pore water pressure measurements. Geotechnique 1999, 49(1):127-132.
24. Samarasinghe A.M., Huang Y.H., Drnevich V.P. Permeability and consolidation of normally consolidated soils. Journal of Geotechnical Engineering ASCE 1982, 108(6):835-850.
25. Sangrey D.A. Naturally cemented sensitive soils. Geotechnique 1972, 22(1):139-152.
26. Schmertmann J.H. The mechanical aging of soils. Journal of Geotechnical Engineering ASCE 1991, 117(9):1288-1330.
27. Sridharan A., El-Shafei A., Miura N. Mechanisms controlling the undrained strength behavior of remolded Ariake marine clays. Marine Georesources and Geotechnology 2002, 20(1):21-50.
28. Tavenas F., Leblond P., Jean P., Leroueil S. The permeability of natural soft clays. Part I: methods of laboratory measurement. Canadian Geotechnical Journal 1983, 20(4):629-644.
29. Tavenas F., Leblond P., Jean P., Leroueil S. The permeability of natural soft clays. Part II: permeability characteristics. Canadian Geotechnical Journal 1983, 20(4):645-660.
30. Taylor D.W. Fundamentals of Soil Mechanics 1948, John Wiley and Sons Inc., New York.
31. Townsend F.C., McVay M.C. SOA: large strain consolidation predictions. Journal of Geotechnical Engineering ASCE 1990, 116(2):222-243.
32. Whittig L.D., Allardice W.R. X-ray Diffraction Techniques. Methods of Soil Analysis 1986, American Society of Agronomy Soil Science Society of America, Madison. 2nd edition.