1. Bishop, A. W. (1955). “The use of slip circle in the stability analysis of slopes.” Geotechnique, Vol. 5, No. 1, pp. 7–17, DOI: 10.1680/geot.1955.5.1.7.
2. Chen, G. Q., Huang, R. Q., Zhou, H., Xu, Q., and Li, T. B. (2013). “Research on progressive failure for slope using dynamic strength reduction method.” Rock and Soil Mechanics, Vol. 34, No. 4, pp. 1140–1146, DOI: 10.16285/j.rsm.2013.04.040.
3. Chen, Z. Y. (2003). Soil Slope Stability Analysis: Theory · Methods and Programs, China Water & Power Press, Beijing, P.R.China.
4. Ge, X. R. (2008). “Deformation control law of rock fatigue failure, realtime X-ray CT scan of geotechnical testing, and new method of stability analysis of slopes and dam foundations.” Chinese Journal of Geotechnical Engineering, Vol. 30, No. 1, pp. 1–20.
5. Ge, X. R., Feng, D. X., and Gu, X. R. (1995). “Stability and deformation analysis of complex rock foundations of several large dams and hydropower stations in China.” Proc., International Workshop on Rock Foundation, Rotterdam: A.A. Balkema, pp. 243–248.