Mechanical properties of reconstituted Bothkennar soil, G??otechnique, vol.42, issue.2, pp.289-301, 1992. ,
DOI : 10.1680/geot.1992.42.2.289
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
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)
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
On compression characteristics of Ariake clays, Canadian Geotechnical Journal, vol.36, issue.5, pp.807-814, 1999. ,
DOI : 10.1139/t99-058
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)
Void ratio-suction behavior of remolded Ariake clays, Geotechnical Testing Journal, vol.30, issue.3, pp.234-239, 2007. ,
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)
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
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. ,
Behavior of destructured natural clays, Journal of Geotechnical Engineering Proc. Am. Soc. Civ. Engrs, vol.105, issue.6, pp.759-778, 1979. ,
Discussion on " Correlations between index tests and the properties of remolded clays, Géotechnique, vol.35, issue.2, pp.223-226, 1985. ,
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
Virgin compression of structured soils, G??otechnique, vol.49, issue.1, pp.43-57, 1999. ,
DOI : 10.1680/geot.1999.49.1.43
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
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
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
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
Consolidation Characteristics of Montmorillonite, G??otechnique, vol.21, issue.4, pp.341-352, 1971. ,
DOI : 10.1680/geot.1971.21.4.341
Fundamentals of soil behavior, 1993. ,
Rationalization of Skempton's compressibility equation, G??otechnique, vol.33, issue.4, pp.433-443, 1983. ,
DOI : 10.1680/geot.1983.33.4.433
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
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
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
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
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)
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
The sensitivity of clays, pp.30-53, 1953. ,
Discussion on " interpretation of oedometer test data for natural clays, Soils and Foundations, vol.36, issue.3, pp.146-148, 1996. ,
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
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
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
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
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. ,