فرآیند شکست هیدرولیکی خاکر‌یزهای غیر چسبنده‌ی حفاظتی ساحلی در اثر جریان روگذر

1-    Bowles, L.E., 1996. Foundation analysis and design. McGraw-hill.

2-    Bhattarai, P.K., Nahagava, H., Kawaike, K. and Zhang, H., 2014. Experimental study on river dike breach characteristics due to overtopping. J.JSNDS, 33, pp.65-74.

3-    Danka, J. and Zhang, L.M., 2015. Dike failure mechanisms and breaching parameters. Journal of Geotechnical and Geoenvironmental Engineering, 141(9), p.04015039.

4-    Department of Technical Affairs, Criteria for Water and Wastewater, 2012. Guideline for Design, Construction and Operation of Flood Diversion Works. Islamic Republic of Iran, vice presidency for strategic planning and supervision, No.527.

5-    Feliciano Cestero, J.A., Imran, J. and Chaudhry, M.H., 2014. Experimental investigation of the effects of soil properties on levee breach by overtopping. Journal of Hydraulic Engineering, 141(4), p.04014085.

6-    Gregoretti, C., Maltauro, A. and Lanzoni, S., 2010. Laboratory experiments on the failure of coarse homogeneous sediment natural dams on a sloping bed. Journal of hydraulic engineering, 136(11), pp.868-879.

7-    Hanson, G.J., Cook, K.R. and Hunt, S.L., 2005. Physical modeling of overtopping erosion and breach formation of cohesive embankments. Transactions of the ASAE, 48(5), pp.1783-1794.

8-    Hanson, G.J. and Hunt, S.L., 2006. Lessons learned using laboratory jet test method to measure soil erodibility of compacted soils. In 2006 ASAE Annual Meeting (p. 1). American Society of Agricultural and Biological Engineers.

9-    Hunt, S.L., Hanson, G.J., Cook, K.R. and Kadavy, K.C., 2005. Breach widening observations from earthen embankment tests. Transactions of the ASAE, 48(3), pp.1115-1120.

10-Larese, A., Rossi, R., Oñate, E., Toledo, M.Á., Morán, R. and Campos, H., 2013. Numerical and experimental study of overtopping and failure of rockfill dams. International Journal of Geomechanics, 15(4), p.04014060.

11- Schmocker, L. and Hager, W.H., 2010. Overtopping and breaching of dikes breach profile and breach flow. In River Flow (pp. 515-522).

12- Stephen, C.E., Andrews, D.P. and Webby, M.G., 2002. Overtopping breaching of noncohesive homogeneous embankments. Journal of Hydraulic Engineering, 128(9), pp.829-838.

13-  Wei, H., Yu, M., Wang, D. and Li, Y., 2016. Overtopping breaching of river levees constructed with cohesive sediments. Natural Hazards and Earth System Sciences, 16(7), pp.1541-1551.

14- Wu, W. and Kang, Y., 2011. A Simplified Breaching Model for Cohesive Embankments. In World Environmental and Water Resources Congress 2011: Bearing Knowledge for Sustainability (pp. 2207-2215).

15- Yu, M.H., Wei, H.Y., Liang, Y.J. and Yong, Z.H.A.O., 2013. Investigation of non-cohesive levee breach by overtopping flow. Journal of Hydrodynamics, Ser. B, 25(4), pp.572-579.

16- Zhang, J., Li, Y., Xuan, G., Wang, X. and Li, J., 2009. Overtopping breaching of cohesive homogeneous earth dam with different cohesive strength. Science in China Series E: Technological Sciences, 52(10), pp.3024-3029.