[1] Jami, M. and Girard, P.E; (2001); Assessing and monitoring open pit mine high walls. National Institute for Occupational Safety & Health, Spokane Research Laboratory, C.M.S.P.
[2] Read, J.and Stacey, P; (2009); Guidelines for open pit slope design. CSIRO Publishing.
[3] Sugawara, K., D. Fukahori, L. Faramarzi and N. Nakamura; (2003); High-resolution tilt monitoring for slope stability assessment in limestone quarry. Proc. of the 1st Kyoto Int. Sym. on Underground Environment (keynote lecture), 51-62, Japan.
[4] Shimizu, N; (2009); Displacement measurements using Global Positioning System for rock movements-Fundamentals, new developments and practical applications. Proc. Korea-Japan Joint Symposium on Rock Engineering, 17-43.
[5] Nakashima, S., Kawasaki, H., Kubota, S., Nakano, T. & N. Shimizu; (2012); Measurement of exterior deformation of an earth-filled dam using GPS displacement monitoring system. 12th ISRM International Congress on Rock Mechanics, Taylor & Francis, 1069-1072.
[6] N. Shimizu, T. Masunari, T. Iwasaki; (2012); GPS displacement monitoring system for the precise measuring of rock movements, 12th ISRM International Congress on Rock Mechanics, Taylor & Francis, 1117-1120.
[7] Dey, P. K., & Ramcharan, E. K; (2008); Analytic hierarchy process helps select site for limestone quarry expansion in Barbados. Journal of Environmental Management, 88(4), 1384-1395.
[8] Mathew, J.C.M; (2001); Suitable site identification for constructing high rise residential Building using GIS – A case study of Thiruvananthapuram city. GIS@Development, Centre for Spatial Data Management Systems. Noida.
[9] Tavares, G., Zsigraiová, Z., & Semiao, V; (2011); Multi-criteria GIS-based siting of an incineration plant for municipal solid waste. Waste management, 31(9), 1960-1972.
[10] Yogarajan N; (2002); Check dam site selection using GIS approach. Advance in Space Research. Vol. 13, 123-127.
[11] Anbalagan, R; (1997); Landslide hazard evaluation and zonation mapping in mountainous terrain. Engineering Geology vol. 32, 269- 277.
[12] Behkav Hamkar Co.; (2010) Sarcheshmeh final exploration report, National Iranian Copper Industries Co. Sarcheshmeh copper mine complex (in Persian).
[13] Mousavi M., Yarahmadi A., Bakhshi H; (2009); 3D Numerical slope stability analysis of west wall of Sarcheshmeh mine utilizing a Distinct Element Method. Journal of the college of the engineering. Vol. 43 (3), 311-323 (in Persian).
[14] Hoek, E., Brown, E.T; (1997); Practical estimates of rock masses strength. Int. Jr. Rock Mech. and Min. Sci., Vol. 34, (8), 1165-1186.
[15] Boroushaki, S., Malczewski, J; (2008); Implementing an extension of the analytical hierarchy process using ordered weighted averaging operators with fuzzy quantifiers in ArcGIS. Computers & Geosciences 34, 399- 410.
[16] Linkov, I., Satterstrom, F.K., Steevens, J., Ferguson, E., Pleus, R.C; (2007); Multi- criteria decision analysis and environmental risk assessment for nanomaterials. Journal of Nanoparticle Research 9, 543-554.
[17] Saaty, T.L; (1980); The analytic hierarchy process: planning, priority setting, resource allocation. McGraw-Hill.
[18] Lee, A.H.I., Chen, W.C., Chang, C.J; (2008); A fuzzy AHP and BSC approach for evaluating performance of IT department in the manufacturing industry in Taiwan. Expert Systems with Application 34.