RISK ANALYSIS OF SLOPES AND ITS APPLICATION TO SLOPES IN CANADIAN SENSITIVE CLAYS

[1] ALONSO EE, 1975, 2ND P INT C APPL STA, P9

[2] ANG AHS, 1971, STATISTICS PROBABILI, P1

[3] Benjamin J. R., 1970, PROBABILITY STATISTI

[4] BIERNATOWSKI K, 1969, 7TH P INT C SOIL MEC, V2, P527

[5] Bishop AW., 1955, GEOTECHNIQUE, V5, P7, DOI [10.1680/geot.1955.5.1.7, DOI 10.1680/GEOT.1955.5.1.7]

[6] BISHOP AW, 1960, ASCE RES C SHEAR STR, P437

[7] BRAND EW, 1972, P SPECIALTY C PERFOR, P903

[8] Butler, 1959, GEOTECHNIQUE, V9, P33, DOI [DOI 10.1680/GEOT.1959.9.2.33, 10.1680/geot.1959.9.2.33]

[9] Cornell C.A., 1971, 1 ORDER UNCERTAINTY, P129

[10] CRAWFORD CB, 1967, J SOIL MECH F DIV AM, V93, P453

[1] ALONSO EE, 1975, 2ND P INT C APPL STA, P9

[2] ANG AHS, 1971, STATISTICS PROBABILI, P1

[3] Benjamin J. R., 1970, PROBABILITY STATISTI

[4] BIERNATOWSKI K, 1969, 7TH P INT C SOIL MEC, V2, P527

[5] Bishop AW., 1955, GEOTECHNIQUE, V5, P7, DOI [10.1680/geot.1955.5.1.7, DOI 10.1680/GEOT.1955.5.1.7]

[6] BISHOP AW, 1960, ASCE RES C SHEAR STR, P437

[7] BRAND EW, 1972, P SPECIALTY C PERFOR, P903

[8] Butler, 1959, GEOTECHNIQUE, V9, P33, DOI [DOI 10.1680/GEOT.1959.9.2.33, 10.1680/geot.1959.9.2.33]

[9] Cornell C.A., 1971, 1 ORDER UNCERTAINTY, P129

[10] CRAWFORD CB, 1967, J SOIL MECH F DIV AM, V93, P453