1 |
Bell, J.M. (1966), "Dimensionless parameters for homogeneous earth slopes", J. Soil Mech. Found. Div., Am. Soc. Civ. Eng., 92(5), 51-65.
|
2 |
Christian, J.T., Ladd, C.C. and Baecher, G. (1994), "Reliability applied to slope stability analysis", J. Geotech. Eng., 120(12), 2180-2207.
DOI
ScienceOn
|
3 |
Derski, W., Izbicki, R., Kisiel, I. and Mroz, Z. (1988), Rock and Soil Mechanics. PWN, Warszawa.
|
4 |
Izbicki, R.J. (1983), "Application of limit analysis method in stability of slopes", Archiwum Hydrotechniki, 29(3), 275-296. [in Polish]
|
5 |
Karal, K. (1977), "Application of energy method", J. Geotech. Eng. Div., 103(5), 381-397.
|
6 |
Klar, A., Aharonov, E., Kalderon-Asael, B. and Katz, O. (2011), "Analytical and observational relations between landslide volume and surface area", J. Geophys. Res., 116(F2), F02001, AGU.
|
7 |
Lambe, T.W. and Whitman, R.V. (1968), Soil Mechanics, Wiley, New York.
|
8 |
Michalowski, R.L. (1989), "Three-dimensional analysis of locally loaded slopes", Geotech., 39(1), 27-38.
DOI
ScienceOn
|
9 |
Michalowski, R.L. (2002), "Stability charts for uniform slopes", J. Geotech. Geoenv. Eng., 128(4), 351-355.
DOI
ScienceOn
|
10 |
Michalowski, R.L. (2010), "Limit analysis and stability charts for 3D slope failures", J. Geotech. Geoenv. Eng., 136(4), 583-593.
DOI
ScienceOn
|
11 |
Taylor, D.W. (1948), Fundamentals of Soil Mechanics, Wiley, New York.
|