NATURALLY CEMENTED SENSITIVE SOILS

[1] Balla A., 1960, J SOIL MECH FDN DIV, V86, P57, DOI [10.1061/JSFEAQ.0000312, DOI 10.1061/JSFEAQ.0000312]

[2] Bjerrum L., 1954, GE OTECHNIQUE, V4, P49, DOI 10.1680/geot.1954.4.2.49

[3] Bjerrum L., 1960, GEOTECHNIQUE, V10, P101

[4] Conlon RJ, 2011, CANADIAN GEOTECHNICA, V3, P113, DOI [10.1139/t66-016, DOI 10.1139/T66-016]

[5] Crawford C.B., 1963, GEOTECHNIQUE, V13, P132, DOI 10.1680/geot.1963.13.2.132

[6] A LABORATORY STUDY OF VARVED CLAY FROM STEEP ROCK LAKE, ONTARIO [J]. AMERICAN JOURNAL OF SCIENCE, 1955, 253 (11) : 659 - 674

[7] Eden WJ., 1970, CAN GEOTECH J, V7, P285, DOI [10.1139/t70-035, DOI 10.1139/T70-035]

[8] GADD NR, 1962, 6216 GEOL SOC CAN PA

[9] KENNEY TC, 1966, THESIS U LONDON

[10] KENNEY TC, 1967, P GEOTECH C OSLO, V1, P65

[1] Balla A., 1960, J SOIL MECH FDN DIV, V86, P57, DOI [10.1061/JSFEAQ.0000312, DOI 10.1061/JSFEAQ.0000312]

[2] Bjerrum L., 1954, GE OTECHNIQUE, V4, P49, DOI 10.1680/geot.1954.4.2.49

[3] Bjerrum L., 1960, GEOTECHNIQUE, V10, P101

[4] Conlon RJ, 2011, CANADIAN GEOTECHNICA, V3, P113, DOI [10.1139/t66-016, DOI 10.1139/T66-016]

[5] Crawford C.B., 1963, GEOTECHNIQUE, V13, P132, DOI 10.1680/geot.1963.13.2.132

[6] A LABORATORY STUDY OF VARVED CLAY FROM STEEP ROCK LAKE, ONTARIO [J]. AMERICAN JOURNAL OF SCIENCE, 1955, 253 (11) : 659 - 674

[7] Eden WJ., 1970, CAN GEOTECH J, V7, P285, DOI [10.1139/t70-035, DOI 10.1139/T70-035]

[8] GADD NR, 1962, 6216 GEOL SOC CAN PA

[9] KENNEY TC, 1966, THESIS U LONDON

[10] KENNEY TC, 1967, P GEOTECH C OSLO, V1, P65