INCLINATION OF TALUS, ARCTIC TALUS TERRACES, AND OTHER SLOPES COMPOSED OF GRANULAR MATERIALS

[1] ANDREWS JT, 1961, CAHIERS GEOGR QUEBEC, V5, P219

[2] Bishop A. W., 1971, STRESS STRAIN BEHAV, P3

[3] STRENGTH OF SOILS AS ENGINEERING MATERIALS [J]. GEOTECHNIQUE, 1966, 16 (02): : 91 - &

[4] BLIGHT GE, 1969, AM SOC CIVIL ENGINEE, V95, P743

[5] A MODEL FOR ALPINE TALUS SLOPE DEVELOPMENT BY SLUSH AVALANCHING [J]. JOURNAL OF GEOLOGY, 1969, 77 (01) : 92 - &

[6] CARSON MA, 1970, 49 I BRIT GEOGR T PA, P71

[7] CHANDLER RW, IN PRESS

[8] Feyling-Hanssen R.W, 1959, NORSK GEOGRAFISK TID, V17, P122, DOI [10.1080/00291955908551761, DOI 10.1080/00291955908551761]

[9] HAFIZ MAA, 1950, THESIS U LONDON

[10] HAMELIN LE, 1958, REV GEOG ALPINE, V46, P429

[1] ANDREWS JT, 1961, CAHIERS GEOGR QUEBEC, V5, P219

[2] Bishop A. W., 1971, STRESS STRAIN BEHAV, P3

[3] STRENGTH OF SOILS AS ENGINEERING MATERIALS [J]. GEOTECHNIQUE, 1966, 16 (02): : 91 - &

[4] BLIGHT GE, 1969, AM SOC CIVIL ENGINEE, V95, P743

[5] A MODEL FOR ALPINE TALUS SLOPE DEVELOPMENT BY SLUSH AVALANCHING [J]. JOURNAL OF GEOLOGY, 1969, 77 (01) : 92 - &

[6] CARSON MA, 1970, 49 I BRIT GEOGR T PA, P71

[7] CHANDLER RW, IN PRESS

[8] Feyling-Hanssen R.W, 1959, NORSK GEOGRAFISK TID, V17, P122, DOI [10.1080/00291955908551761, DOI 10.1080/00291955908551761]

[9] HAFIZ MAA, 1950, THESIS U LONDON

[10] HAMELIN LE, 1958, REV GEOG ALPINE, V46, P429