EVALUATION OF MINIMUM FACTOR OF SAFETY IN SLOPE STABILITY ANALYSIS

[1] AHBERG JH, 1967, THEORY SPLINE THEIR

[2] DETERMINATION OF THE CRITICAL SLIP SURFACE IN SLOPE STABILITY COMPUTATIONS [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1980, 4 (04) : 333 - 359

[3] BAKER R, 1977, 9TH P INT C SOIL MEC, V3, P9

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

[5] SEARCHING TECHNIQUES IN SLOPE STABILITY ANALYSIS [J]. ENGINEERING GEOLOGY, 1980, 16 (1-2) : 51 - 61

[6] CELESTINO TB, 1981, 10TH P INT C SOIL ME, V3, P391

[7] EXTENSIONS TO THE GENERALIZED-METHOD OF SLICES FOR STABILITY ANALYSIS [J]. CANADIAN GEOTECHNICAL JOURNAL, 1983, 20 (01) : 104 - 119

[8] DAVIDSON WC, 1959, ANL5990 REP

[9] A RAPIDLY CONVERGENT DESCENT METHOD FOR MINIMIZATION [J]. COMPUTER JOURNAL, 1963, 6 (02) : 163 - &

[10] FREDLUND DG, 1976, 29TH P CAN GEOT C VA

[1] AHBERG JH, 1967, THEORY SPLINE THEIR

[2] DETERMINATION OF THE CRITICAL SLIP SURFACE IN SLOPE STABILITY COMPUTATIONS [J]. INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS, 1980, 4 (04) : 333 - 359

[3] BAKER R, 1977, 9TH P INT C SOIL MEC, V3, P9

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

[5] SEARCHING TECHNIQUES IN SLOPE STABILITY ANALYSIS [J]. ENGINEERING GEOLOGY, 1980, 16 (1-2) : 51 - 61

[6] CELESTINO TB, 1981, 10TH P INT C SOIL ME, V3, P391

[7] EXTENSIONS TO THE GENERALIZED-METHOD OF SLICES FOR STABILITY ANALYSIS [J]. CANADIAN GEOTECHNICAL JOURNAL, 1983, 20 (01) : 104 - 119

[8] DAVIDSON WC, 1959, ANL5990 REP

[9] A RAPIDLY CONVERGENT DESCENT METHOD FOR MINIMIZATION [J]. COMPUTER JOURNAL, 1963, 6 (02) : 163 - &

[10] FREDLUND DG, 1976, 29TH P CAN GEOT C VA