M. A. Allman and J. H. Atkinson, Mechanical properties of reconstituted Bothkennar soil, G??otechnique, vol.42, issue.2, pp.289-301, 1992.
DOI : 10.1680/geot.1992.42.2.289

D. W. Hight, A. J. Bond, and J. D. Legge, characterization of the Bothkennaar clay: an overview, G??otechnique, vol.42, issue.2, pp.303-347, 1992.
DOI : 10.1680/geot.1992.42.2.303

R. D. Holtz, M. Jamiolkowski, and R. Lancellotta, Lessons From Oedometer Tests on High Quality Samples, Journal of Geotechnical Engineering, vol.112, issue.8, pp.768-776, 1986.
DOI : 10.1061/(ASCE)0733-9410(1986)112:8(768)

Z. Hong and K. Onitsuka, A Method of Correcting Yield Stress and Compression Index of Ariake Clays for Sample Disturbance., SOILS AND FOUNDATIONS, vol.38, issue.2, pp.211-222, 1998.
DOI : 10.3208/sandf.38.2_211

Z. Hong and T. Tsuchida, On compression characteristics of Ariake clays, Canadian Geotechnical Journal, vol.36, issue.5, pp.807-814, 1999.
DOI : 10.1139/t99-058

Z. Hong, Y. Tateishi, and J. Han, Experimental Study of Macro- and Microbehavior of Natural Diatomite, Journal of Geotechnical and Geoenvironmental Engineering, vol.132, issue.5, pp.603-610, 2006.
DOI : 10.1061/(ASCE)1090-0241(2006)132:5(603)

Z. Hong, Void ratio-suction behavior of remolded Ariake clays, Geotechnical Testing Journal, vol.30, issue.3, pp.234-239, 2007.

Z. Hong and J. Han, Evaluation of Sample Quality of Sensitive Clay Using Intrinsic Compression Concept, Journal of Geotechnical and Geoenvironmental Engineering, vol.133, issue.1, pp.83-90, 2007.
DOI : 10.1061/(ASCE)1090-0241(2007)133:1(83)

Z. Hong, J. Yin, and Y. Cui, Compression behaviour of reconstituted soils at high initial water contents, G??otechnique, vol.60, issue.9, pp.691-700, 2010.
DOI : 10.1680/geot.09.P.059

URL : https://hal.archives-ouvertes.fr/hal-00539613

W. N. Houston and J. K. Mitchell, Property interrelationships in sensitive clays, Journal of the Soil Mechanics and Foundations Division Proc. Am. Soc. Civ. Engrs, vol.95, issue.4, pp.1037-1062, 1969.

S. Leroueil, F. Tavenas, F. Brucy, L. Rochelle, P. Roy et al., Behavior of destructured natural clays, Journal of Geotechnical Engineering Proc. Am. Soc. Civ. Engrs, vol.105, issue.6, pp.759-778, 1979.

S. Leroueil, F. Tavenas, and J. Locat, Discussion on " Correlations between index tests and the properties of remolded clays, Géotechnique, vol.35, issue.2, pp.223-226, 1985.

S. Leroueil and P. R. Vaughan, The general and congruent effects of structure in natural soils and weak rocks, G??otechnique, vol.40, issue.3, pp.467-488, 1990.
DOI : 10.1680/geot.1990.40.3.467

M. D. Liu and J. P. Carter, Virgin compression of structured soils, G??otechnique, vol.49, issue.1, pp.43-57, 1999.
DOI : 10.1680/geot.1999.49.1.43

M. D. Liu and J. P. Carter, Modelling the destructuring of soils during virgin compression, G??otechnique, vol.50, issue.4, pp.479-483, 2000.
DOI : 10.1680/geot.2000.50.4.479

J. Locat and G. Lefebvre, The origin of structuration of the Grande-Baleine marine sediments, Quebec, Canada, Quarterly Journal of Engineering Geology and Hydrogeology, vol.19, issue.4, pp.365-374, 1986.
DOI : 10.1144/GSL.QJEG.1986.19.04.03

J. Locat and G. Lefebvre, The compressibility and sensitivity of an artificially sedimented clay soil: The Grande???Baleine Marine Clay, Qu??bec, Canada, Marine Geotechnology, vol.24, issue.1, pp.1-28, 1983.
DOI : 10.1080/10641198509388178

H. E. Low, K. K. Phoon, T. S. Tan, and S. Leroueil, Effect of soil microstructure on the compressibility of natural Singapore marine clay, Canadian Geotechnical Journal, vol.45, issue.2, pp.161-176, 2008.
DOI : 10.1139/T07-075

G. Mesri and R. E. Olson, Consolidation Characteristics of Montmorillonite, G??otechnique, vol.21, issue.4, pp.341-352, 1971.
DOI : 10.1680/geot.1971.21.4.341

K. Mitchell, Fundamentals of soil behavior, 1993.

T. S. Nagaraj and B. R. Srinivasa-murthy, Rationalization of Skempton's compressibility equation, G??otechnique, vol.33, issue.4, pp.433-443, 1983.
DOI : 10.1680/geot.1983.33.4.433

T. S. Nagaraj and B. R. Srinivasa-murthy, A critical reappraisal of compression index equations, G??otechnique, vol.36, issue.1, pp.27-32, 1986.
DOI : 10.1680/geot.1986.36.1.27

T. S. Nagaraj, N. S. Pandian, and P. S. Narasimha-rgju, Stress state-permeability relationships for fine-grained soils, G??otechnique, vol.43, issue.2, pp.333-336, 1993.
DOI : 10.1680/geot.1993.43.2.333

K. Onitsuka, Z. Hong, Y. Hara, and S. Yoshitake, Interpretation of Oedometer Test Data for Natural Clays., SOILS AND FOUNDATIONS, vol.35, issue.3, pp.61-70, 1995.
DOI : 10.3208/sandf.35.61

R. M. Quigley and T. A. Ogunbadejo, Clay Layer Fabric and Oedometer Consolidation of a Soft Varved Clay, Canadian Geotechnical Journal, vol.9, issue.2, pp.165-175, 1972.
DOI : 10.1139/t72-017

J. H. Schmertmann, The Mechanical Aging of Soils, Journal of Geotechnical Engineering, vol.117, issue.9, pp.1288-1330, 1991.
DOI : 10.1061/(ASCE)0733-9410(1991)117:9(1288)

V. Silvestri, Preconsolidation pressure of Champlain clays. Part II. Laboratory determination: Discussion, Canadian Geotechnical Journal, vol.21, issue.3, pp.600-602, 1984.
DOI : 10.1139/t84-066

A. W. Skempton and R. D. Northey, The sensitivity of clays, pp.30-53, 1953.

A. Sridharan and K. Prakash, Discussion on " interpretation of oedometer test data for natural clays, Soils and Foundations, vol.36, issue.3, pp.146-148, 1996.

A. Sridharan and H. B. Nagaraj, Compressibility behaviour of remoulded, fine-grained soils and correlation with index properties, Canadian Geotechnical Journal, vol.37, issue.3, pp.712-722, 2000.
DOI : 10.1139/t99-128

H. Tanaka and J. Locat, A microstructural investigation of Osaka Bay clay: the impact of microfossils on its mechanical behaviour, Canadian Geotechnical Journal, vol.36, issue.3, pp.493-508, 1999.
DOI : 10.1139/t99-009

F. Tavenas, P. Leblond, P. Jean, and S. Leroueil, The permeability of natural soft clays. Part II: Permeability characteristics, Canadian Geotechnical Journal, vol.20, issue.4, pp.645-660, 1983.
DOI : 10.1139/t83-073

Y. Watabe, K. Udaka, M. Kobayashi, T. Tabata, and T. Emura, EFFECTS OF FRICTION AND THICKNESS ON LONG-TERM CONSOLIDATION BEHAVIOR OF OSAKA BAY CLAYS, SOILS AND FOUNDATIONS, vol.48, issue.4, pp.547-561, 2008.
DOI : 10.3208/sandf.48.547

R. N. Yong and T. S. Nagaraj, Investigation of fabric and compressibility of sensitive clay Geotechnical aspects of soft clays: proceeding of the international symposium on soft clay, pp.327-333, 1977.