[1]
|
J. M. Ducan and S. G. Wright, “Soil Strength and Slope Stability,” Chapter 6, John Wiley & Sons, Inc., New York, 2005.
|
[2]
|
L. W. Abramson, T. S. Lee, S. Sharma and G. M. Boyce, “Slope Stability and Stabilization Methods,” 2nd Edition, Wiley, New York, 2002.
|
[3]
|
Y. M. Cheng, Z. H. Zhao and Y. J. Sun, “Evaluation of Interslice Force Function and Discussion on Convergence in Slope Stability Analysis by the Lower Bound Method,” Journal of Geotechnical and Geoenvironmental Engineering, Vol. 136, No. 8, 2010, pp. 1103- 1113.
doi:10.1061/(ASCE)GT.1943-5606.0000317
|
[4]
|
S. Timoshenko and J. N. Goodier, “Theory of Elasticity,” McGraw-Hill Companies, Inc., New York, 1970.
|
[5]
|
Z. Y. Chen and N. R. Morgenstern, “Extensions to the Generalized Method of Slices for Stability Analysis,” Canadian Geotechnical Journal, Vol. 20, No. 1, 1983, pp. 104-119. doi:10.1139/t83-010
|
[6]
|
J. Krahn, “The 2001 R. M. Hardy Lecture: The Limits of Limit Equilibrium Analyses,” Canadian Geotechnical Journal, Vol. 40, No. 3, 2003, pp. 643-660.
doi:10.1139/t03-024
|
[7]
|
N. Janbu, “Slope Stability Computations,” Embankment- Dam Engineering: Casagrande Volume, John Wiley & Sons, Inc., New York, 1973, pp. 47-86.
|
[8]
|
N. R. Morgenstern and V. E. Price, “The Analysis of the Stability of General Slip Surfaces,” Géotechnique, Vol. 15, No. 1, 1965, pp. 79-93.
doi:10.1680/geot.1965.15.1.79
|
[9]
|
E. Spencer, “A method of Analysis of the Stability of Embankments Assuming Parallel Inter-Slice Forces,” Géotechnique, Vol. 17, No. 1, 1967, pp. 11-26.
doi:10.1680/geot.1967.17.1.11
|
[10]
|
S. K. Sarma, “Stability Analysis of Embankments and Slopes,” Géotechnique, Vol. 23, No. 4, 1973, pp. 423-433.
doi:10.1680/geot.1973.23.3.423
|
[11]
|
D. Y. Zhu, C. F. Lee, Q. H. Qian and G. R. Chen, “A Concise Algorithm for Computing the Factor of Safety Using the Morgenstern-Price Method,” Canadian Geotechnical Journal, Vol. 42, No. 1, 2005, pp. 272-278.
doi:10.1139/t04-072
|
[12]
|
S. Tinti and A. Manucci, “Gravitational Stability Computed through the Limit Equilibrium Method Revisited,” Geophysical Journal International, Vol. 164, No. 1, 2006, pp. 1-14. doi:10.1111/j.1365-246X.2005.02796.x
|
[13]
|
O. Ben-David, G. Cohen and J. Fineberg, “The Dynamics of the Onset of Frictional Slip,” Science, Vol. 330, No. 6001, 2010, pp. 211-214. doi:10.1126/science.1194777
|
[14]
|
K. E. Petterson, “The Early History of Circular Sliding Surfaces,” Géotechnique, Vol. 5, 1955, pp. 275-296.
doi:10.1680/geot.1955.5.4.275
|
[15]
|
A. W. Bishop, “The Use of Slip Circles in the Stability Analysis of Earth Slopes,” Géotechnique, Vol. 5, No. 1, 1955, pp. 7-17. doi:10.1680/geot.1955.5.1.7
|
[16]
|
K. Fan, D. G. Fredlund and G. W. Wilson, “An Interslice Function for Limit Equilibrium Slope Stability Analysis,” Canadian Geotechnical Journal, Vol. 23, No. 3, 1986, pp. 287-296. doi:10.1139/t86-042
|
[17]
|
D. M. Wood, “Soil Behavior and Critical State Soil Mechanics,” Cambridge University Press, Cambridge, 1990.
|