INFLUENCE OF PROGRESSIVE FAILURE ON CHOICE OF METHOD OF STABILITY ANALYSIS

[1] BISHOP AW, 1952, THESIS U LONDON

[2] BISHOP AW, 1969, 7TH P INT C SOIL MEC, V1, P29

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

[4] Bishop AW, 1976, P GEOTECHNICAL C, V2, P142

[5] Bjerrum L., 1967, P GEOT C OSL NORW, V2, P19

[6] Bjerrum L., 1967, J SOIL MECH FDN DIV, V93, P3

[7] CHRISTIAN JT, 1969, 7TH P INT C SOIL MEC, V2, P541

[8] DEBEER E, 1967, P GEOTE C OSL, V2, P184

[9] DEBEER EE, 1969, 7TH P INT C SOIL MEC, V2, P517

[10] Duncan JM., 1969, J SOIL MECH FDN DIV, V95, P467, DOI 10.1061/JSFEAQ.0001261

[1] BISHOP AW, 1952, THESIS U LONDON

[2] BISHOP AW, 1969, 7TH P INT C SOIL MEC, V1, P29

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

[4] Bishop AW, 1976, P GEOTECHNICAL C, V2, P142

[5] Bjerrum L., 1967, P GEOT C OSL NORW, V2, P19

[6] Bjerrum L., 1967, J SOIL MECH FDN DIV, V93, P3

[7] CHRISTIAN JT, 1969, 7TH P INT C SOIL MEC, V2, P541

[8] DEBEER E, 1967, P GEOTE C OSL, V2, P184

[9] DEBEER EE, 1969, 7TH P INT C SOIL MEC, V2, P517

[10] Duncan JM., 1969, J SOIL MECH FDN DIV, V95, P467, DOI 10.1061/JSFEAQ.0001261