INSITU AND LABORATORY STRESS-STRAIN RELATIONSHIPS

[1] ENGINEERING GEOLOGY OF NORWEGIAN NORMALLY-CONSOLIDATED MARINE CLAYS AS RELATED TO SETTLEMENTS OF BUILDINGS [J]. GEOTECHNIQUE, 1967, 17 (02): : 83 - &

[2] Bozozuk M., 1971, ASTM STP, V483, P121

[3] BURN KN, 1968, CAN GEOTECH J, V10, P16

[4] CHANG YCE, 1981, 13 SWED GEOT I REP

[5] CHAPEAU C, 1975, THESIS LAVAL U QUEBE

[6] CROOKS JHA, 1984, P ASCE S SED CONS MO, P356

[7] EFFECTIVE STRESS PATHS AND YIELDING IN SOFT CLAYS BELOW EMBANKMENTS [J]. CANADIAN GEOTECHNICAL JOURNAL, 1985, 22 (03) : 357 - 374

[8] LESSONS FROM OEDOMETER TESTS ON HIGH-QUALITY SAMPLES [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1986, 112 (08): : 768 - 776

[9] KABBAJ M, 1985, THESIS U LAVAL QUEBE

[10] La Rochelle P., 1974, CAN GEOTECH J, V11, P142

[1] ENGINEERING GEOLOGY OF NORWEGIAN NORMALLY-CONSOLIDATED MARINE CLAYS AS RELATED TO SETTLEMENTS OF BUILDINGS [J]. GEOTECHNIQUE, 1967, 17 (02): : 83 - &

[2] Bozozuk M., 1971, ASTM STP, V483, P121

[3] BURN KN, 1968, CAN GEOTECH J, V10, P16

[4] CHANG YCE, 1981, 13 SWED GEOT I REP

[5] CHAPEAU C, 1975, THESIS LAVAL U QUEBE

[6] CROOKS JHA, 1984, P ASCE S SED CONS MO, P356

[7] EFFECTIVE STRESS PATHS AND YIELDING IN SOFT CLAYS BELOW EMBANKMENTS [J]. CANADIAN GEOTECHNICAL JOURNAL, 1985, 22 (03) : 357 - 374

[8] LESSONS FROM OEDOMETER TESTS ON HIGH-QUALITY SAMPLES [J]. JOURNAL OF GEOTECHNICAL ENGINEERING-ASCE, 1986, 112 (08): : 768 - 776

[9] KABBAJ M, 1985, THESIS U LAVAL QUEBE

[10] La Rochelle P., 1974, CAN GEOTECH J, V11, P142