STABILITY OF SLOPES IN ANISOTROPIC, NONHOMOGENEOUS SOILS

[1] CASAGRANDE A, 1954, J BOSTON SOC CIV ENG, P122

[2] CHEN WF, 1974, LIMIT ANALYSIS SOIL

[3] CHEN WF, 1972, 35513 FRITZ ENG LAB

[4] CHEN WF, 1969, J JAPANESE GEOTECHNI, V9, P23

[5] CHEN WF, 1971, J SOIL MECH FDN DIV, V97, P19

[6] Gibson R.E., 1962, GEOTECHNIQUE, V12, P212, DOI [10.1680/geot.1962.12.3.212, DOI 10.1680/GEOT.1962.12.3.212]

[7] STABILITY OF SIMPLE CUTTINGS IN NORMALLY CONSOLIDATED CLAYS [J]. GEOTECHNIQUE, 1968, 18 (03): : 372 - &

[8] KETTER RL, 1969, MODERN METHODS ENGIN

[9] Lo KY., 1965, J SOIL MECH FDN DIV, V91, P85, DOI [DOI 10.5194/ACP-12-11679-2012, 10.1061/JSFEAQ.0000778, DOI 10.1061/JSFEAQ.0000778]

[10] Odenstad S., 1963, GEOTECHNIQUE, V13, P166

[1] CASAGRANDE A, 1954, J BOSTON SOC CIV ENG, P122

[2] CHEN WF, 1974, LIMIT ANALYSIS SOIL

[3] CHEN WF, 1972, 35513 FRITZ ENG LAB

[4] CHEN WF, 1969, J JAPANESE GEOTECHNI, V9, P23

[5] CHEN WF, 1971, J SOIL MECH FDN DIV, V97, P19

[6] Gibson R.E., 1962, GEOTECHNIQUE, V12, P212, DOI [10.1680/geot.1962.12.3.212, DOI 10.1680/GEOT.1962.12.3.212]

[7] STABILITY OF SIMPLE CUTTINGS IN NORMALLY CONSOLIDATED CLAYS [J]. GEOTECHNIQUE, 1968, 18 (03): : 372 - &

[8] KETTER RL, 1969, MODERN METHODS ENGIN

[9] Lo KY., 1965, J SOIL MECH FDN DIV, V91, P85, DOI [DOI 10.5194/ACP-12-11679-2012, 10.1061/JSFEAQ.0000778, DOI 10.1061/JSFEAQ.0000778]

[10] Odenstad S., 1963, GEOTECHNIQUE, V13, P166