Wave Pressure on the Lateral Surface of Piles Depending on the Relative Open Area of the Piled Breakwater

Author:

Makarov K. N.,Biryukbaev E. K.,Yurchenko V. E.

Publisher

Springer Science and Business Media LLC

Reference17 articles.

1. Yu. Z. Aleshkov, “Impact of long waves on a group of vertical cylinders,” Vestn. LGU Ser. Mat. Mekh., No. 1, 43 – 46 (1987).

2. V. V. Buryachok and L. O. Yavorskaya, “Vertical wave loads on a piled jetty grillage,” Transp. Stroit., No. 2, 30 – 34 (1991).

3. E. A. Vyaly, K. N. Makarov, and G. V. Tlyavlina, “Permeable constructions of artificial islands,” Power Technol. Eng., 56(1), 52 – 58 (2022).

4. P. A. Garibin and M. V. Subbotin, “Experimental studies of an open wave protection structure with stilling basin,” Vestn. Gos. Univ. Morsk. Rechn. Flota im. Adm. S. O. Makarova, Issue 2, 61 – 68 (2015).

5. D. D. Lappo, Mechanical Load of Waves Past Hydraulic Structures [in Russian], Izd. AN SSSR, Moscow (1962).

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