- A R. Zolfaghari¸C. Andrew¸ F. Paul McCombie. (2005). Simple genetic algorithm search for critical non-circular failure surface in slope stability analysis. Compute and Geotechnics, 32:139-152
- A. Shoryabi, (2013). Determining the three-dimensional slip surface. Department of Civil Engineering, Technical and Engineering Faculty of Yasuj University, (In Persian)
- A.A. Heshmati, S. Shakibarad, (2011). Three-dimensional stability analysis of earth and slopes by viscoplastic strain method with elastoplastic model. The 6th International Congress of Civil Engineering, (In Persian)
- A.A. Jamali, (2011). 3D numerical analysis of static and dynamic stability of important slopes of Yasuj University. Department of Civil Engineering, Technical and Engineering Faculty of Yasuj University, (In Persian)
- F.A. Askari, F. Orang, M. fazelinia, (2010). Three-dimensional stability analysis of slopes based on rotational falure mechanism, Journal of Civil Engineering and Mapping of Technical Faculty, 44, 83-91. (In Persian)
-GH. Aftab, H. Bahadori, (2016). Sensitivity analysis of mountain road trench stability under the influence of various factors. The First Conference of Art and Industry in Building, Architecture and Urban Planning, (2016). (In Persian)
-H.R. Razeghi, A. Aghaie Araie, (2016). Analysing the stability of access rd trenches in millard tower area using numerical methods and artificial neural, Journal of Engineering Geology, 3(2). (In Persian)
- H. Tavana, (2011). Optimising the three-dimensional slip surface of soil slopes with the method of maximum local slope. Faculty of Civil Engineering Sandon University, (In Persian)
- K. Arai, K. Tagyo, (1985). Determination of Non-Circular Slip Surface Giving the Minimum Factor of Safety in Slope Stability Analysis. Soils and Found. Tokyo, 25(1): 43-51.
- M. Hosnavi Atashgah, E. Amiri, A.R. Hosseinian, (2015). The effect of water level changes and soil cohesion on the stability of the soil slope after digging the water channel trench (case study: ChAlOOS water transfer channel). Research Conference in Civil Engineering, Architecture and Urban Planning and Sustainable Environment, (In Persian)
- P. McCombie, P. Wilkinson. (2002).The use of the simple genetic algorithm in finding the critical factor of safety in slope stability analysis. Comput Geotech, 29:699–714.
-T.B. Celestino, J.M. Duncan, (1981). Simplified Search for Non-Circular Slip Surfaces, Proceedings, 10th International Conference on Soil Mechanics and Foundation Engineering, International Society for Soil Mechanics and Foundation Engineering, Stockholm, A.A. Balkema, Rotterdam, Holland, Vol. 3, 391-394.