1. Description of the Tous Dam break case study (Spain)
2. Allsop N. W. H. A. Kortenhaus A. and Morris M. W. (2007). “Failure mechanisms for flood defense structures.” FLOODsite Rep. T04-06-01 FLOODsite Consortium 〈www.floodsite.net〉.
3. AlQaser G. and Ruff J. F. (1993). “Progressive failure of an overtopped embankment.” Proc. 1993 Hydraulic Speciality Conf. ASCE New York.978–0–87262–920–2
4. Al-Riffai M. Nistor I. Orendorff B. Rennie C. D. and St-Germain P. (2009). “Influence of compaction and toe-drains on the formation of breach channels of overtopped earth embankments: An experimental study.” Proc. 33rd IAHR Congr.–Water Engineering for a Sustainable Environment (CD-ROM) Vancouver Canada.
5. Al-Riffai M. Nistor I. Vanapalli S. and Orendorff B. (2007). “Overtopping of earth embankments: Sensitivity analysis of dam breaching using two numerical models.” Proc. 60th Canadian Geotechnical Conf. Ottawa ON Canada 1213–1220.