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Experimental Studies of Protective Fill for Slopes in Port Installations

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Power Technology and Engineering Aims and scope

Despite their relative simplicity, sloping permeable installations have a multilayer structure. The interactions of waves with these slopes are quite complicated, so special attention should be paid to the combined use of analytical methods and laboratory experiments when designing these structures.

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References

  1. Tundi Spring Agardy, Marine Protected Areas and Ocean Conservation (Environmental intelligence unit), R. G. Landes Company and Academic Press, Austin (1997).

  2. VSP 33-03-07. Instructions for the Design of Slope and Through Protective Installations and Special Underwater Stands [in Russian], Izd. MO RF (2008).

  3. S. N. Levachev, E. A. Korchagin, S. I. Pilyaev, I. G. Kantarzhi, and L. A. Shurukhin, Hydraulic Installations in Waterways, Ports, and the Continental Shelf. Part II. Ports and Port Installations [in Russian], ASV, Moscow (2015).

  4. B. Meote, Introduction to the Theory of Waves on Water [in Russian], Gidrometeoizdat, Leningrad (1974).

  5. K. Breteler, I. van der Velf, and I. Wenneker, Qualification of wave loads and influence of long waves, Deltares report H4421, 12044727, March 2012.

  6. T. Pullen, N. T. Allsop, T. Korenhaus, H. Shuttrumph, and J. W. van Meer, Eurotop – European Manual for Assessment of Wave Overtopping, www.overtopping-manual.com.

  7. N. Sun, Mathematical Modelling of Groundwater Pollution, Springer (1996).

  8. D. D. Lappo, S. S. Strekalov, and V. K. Zav’yalov, Load and Effects of Wind Waves on Hydrotechnical Installations [in Russian], IZd. VNIIG im. B. E. Vedeneeva, Leningrad (1990).

  9. SNiP 2.06.04–82*. Loads and Effects on Hydrotechnical Installations (waves, ice, and shipping) [in Russian], Izd. Gosstroi Rossii, Moscow (2004).

  10. SP 38.13330.2012. Loads and Effects on Hydrotechnical Installations (waves, ice, and shipping). Current edition of SNiP 2.06.04–82 [in Russian], Izd. Minregionrazvitiya RF (2012).

  11. P. S. Nikerov and P. I. Yakovlev, Seaports: A Textbook for Universities [in Russian], Transport, Moscow (1987).

  12. M. K. Zheleznyak and E. N. Pelinovskii, “Physical-mathematical models of tsunami run-up on a shore,” in: Tsunami Run-up on a Shore [in Russian], Izd. IPF AN SSSR, Gorky (1985), pp. 8 – 34.

  13. M. I. Zheleznyak, I. G. Kantarzhi, I. O. Leont’ev, and V. M. Shakhin, “Mathematical simulation of shore processes in the Imeretinskaya lowlands in support of shore protection measures,” Gidrotekh. Stroit., No. 10, 22 – 29 (2011).

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Correspondence to I. G. Kantarzhi.

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Translated from Gidrotekhnicheskoe Stroitel’stvo, No. 10, October 2016, pp. 10 – 18.

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Kantarzhi, I.G., Shun’ko, N.V. Experimental Studies of Protective Fill for Slopes in Port Installations. Power Technol Eng 50, 585–592 (2017). https://doi.org/10.1007/s10749-017-0755-6

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  • DOI: https://doi.org/10.1007/s10749-017-0755-6

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