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2. Bui, H., Tandrijana, V., Fell, R., Song, C. & Khalili, N. (2005). Two and three dimensional numerical modeling of the potential for cracking of embankment dams-supplementary report. UNICIV Report No. 438, The School of Civil and Environmental Engineering, The University of New South Wales, Sydney. Retrieved from www.engineering.unsw.edu.au/civil-engineering/uniciv-reports
3. State of the Art: Limit Equilibrium and Finite-Element Analysis of Slopes
4. Fell, R., Foster, M., Davidson, R., Cyganiewicz, J., Sills, G. & Vroman, N. (2008). A Unified Method for Estimating Probabilities of Failure of Embankment Dams by Internal Erosion and Piping. UNICIV Report R 446, The School of Civil and Environmental Engineering, University of New South Wales, Sydney, Australia 2052. Retrieved from www.engineering.unsw.edu.au/civil-engineering/uniciv-reports.
5. Geotechnical Engineering of Dams