title: ÐÐ¾ÑÑÐºÐ¸Ðµ Ð³Ð¸Ð´ÑÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° ÐÐµÐ»Ð¾Ð¼ Ð¼Ð¾ÑÐµ Ð² ÑÐ°Ð¹Ð¾Ð½Ðµ ÐÐ°Ð½Ð´Ð°Ð»Ð°ÐºÑÐ¸
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÐ°
titleType: Subtitle
title: Marine hydrauliÑ structures on the White Sea in the Kandalaksha district
Creators: name: ÐÐ°Ð¹Ð¼ÑÑÐ·Ð°ÐµÐ², Ð¢Ð¸Ð¼ÑÑ
Publisher: name: Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³ÑÐºÐ¸Ð¹ Ð¿Ð¾Ð»Ð¸ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ½Ð¸Ð²ÐµÑÑÐ¸ÑÐµÑ ÐÐµÑÑÐ° ÐÐµÐ»Ð¸ÐºÐ¾Ð³Ð¾
Year: 2019
Subjects: Ð³Ð¸Ð´ÑÐ¾ÑÐµÑ Ð½Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ ÑÐ°ÑÑÐµÑÑ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸
Ð¿ÑÐ¸ÑÐ°Ð»
Ð¼Ð¾Ð»
Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ
hydrauliÑ structures
stability design
berthing facility
engineering design
breakwater pier

description: ÐÐ²ÑÐ¾Ñ: ÐÐ°Ð¹Ð¼ÑÑÐ·Ð°ÐµÐ² Ð¢Ð¸Ð¼ÑÑ Ð Ð°Ð²ÑÐ°Ð½Ð¾Ð²Ð¸Ñ.
ÐÐ°Ð·Ð²Ð°Ð½Ð¸Ðµ: ÐÐ¾ÑÑÐºÐ¸Ðµ Ð³Ð¸Ð´ÑÐ¾ÑÐµÑÐ½Ð¸ÑÐµÑÐºÐ¸Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° ÐÐµÐ»Ð¾Ð¼ Ð¼Ð¾ÑÐµ Ð² ÑÐ°Ð¹Ð¾Ð½Ðµ ÐÐ°Ð½Ð´Ð°Ð»Ð°ÐºÑÐ¸.
ÐÐ»ÑÑÐµÐ²ÑÐµ ÑÐ»Ð¾Ð²Ð°: ÐÐÐÐ ÐÐ¢ÐÐ¥ÐÐÐ§ÐÐ¡ÐÐÐ Ð¡ÐÐÐ Ð£ÐÐÐÐÐ¯ Ð ÐÐ¡Ð§ÐÐ¢Ð« Ð£Ð¡Ð¢ÐÐÐ§ÐÐÐÐ¡Ð¢Ð, ÐÐ ÐÐ§ÐÐ, ÐÐÐ, ÐÐ ÐÐÐÐ¢ÐÐ ÐÐÐÐÐÐ.
ÐÐ±ÑÐµÐºÑ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ: Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ðµ Ð¸ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° ÐÐµÐ»Ð¾Ð¼ Ð¼Ð¾ÑÐµ.
Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ: Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¸ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ.
Ð Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÑÐºÐ¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐ¾Ð²Ð¾Ð´Ð¸ÑÑÑ Ð²ÑÐ±Ð¾Ñ ÑÐ¸Ð¿Ð° Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑ ÑÐ°Ð·Ð¼ÐµÑÐ¾Ð² Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ Ð¸ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹. Ð Ð°ÑÑÐµÑ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÐ¸ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ñ ÑÑÐµÑÐ¾Ð¼ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð½ÑÑ Ð½Ð°Ð³ÑÑÐ·Ð¾Ðº, Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ñ Ð½Ð° ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ. ÐÑÐ°ÑÐ¾Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð¹ ÑÑÐµÐ½ÐºÐ¸ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ, ÑÐ°ÑÑÐµÑ ÑÑÐ¸Ð»Ð¸Ð¹ Ð² ÑÐ²Ð°ÑÑ, Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ ÑÐµÑÐµÐ½Ð¸Ñ ÑÐ¿ÑÐ½ÑÐ°, Ð³Ð»ÑÐ±Ð¸Ð½Ñ Ð¿Ð¾Ð³ÑÑÐ¶ÐµÐ½Ð¸Ñ ÑÐ²Ð°Ð¹.
ÐÑÐ¿ÑÑÐºÐ½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° ÑÐ¾Ð´ÐµÑÐ¶Ð¸Ñ Ð¿Ð¾ÑÑÐ½Ð¸ÑÐµÐ»ÑÐ½ÑÑ Ð·Ð°Ð¿Ð¸ÑÐºÑ Ð¾Ð±ÑÐµÐ¼Ð¾Ð¼ 70 ÑÑÑÐ°Ð½Ð¸Ñ, Ð²ÐºÐ»ÑÑÐ°Ñ 10 ÑÐ¸ÑÑÐ½ÐºÐ¾Ð², 7 ÑÐ°Ð±Ð»Ð¸Ñ, ÑÐ¿Ð¸ÑÐ¾Ðº Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÐµÐ¼ÑÑ Ð¸ÑÑÐ¾ÑÐ½Ð¸ÐºÐ¾Ð² Ð¸Ð· 18 Ð½Ð°Ð¸Ð¼ÐµÐ½Ð¾Ð²Ð°Ð½Ð¸Ð¹ Ð¸ 4 Ð¿ÑÐ¸Ð»Ð¾Ð¶ÐµÐ½Ð¸Ð¹ Ð² Ð²Ð¸Ð´Ðµ Ð³ÑÐ°ÑÐ¸ÑÐµÑÐºÐ¸ Ð¾ÑÐ¾ÑÐ¼Ð»ÐµÐ½Ð½ÑÑ Ð»Ð¸ÑÑÐ¾Ð².
description: Author: Baymurzaev Timur Ravshanovich
Title: Marine hydrauliÑ Structures on the White Sea in the Kandalaksha district. 
Keywords: HydrauliÑ structures, stability design, berthing facility, engineering design, breakwater pier 
Design object: Waterfront and protecting structure on the White Sea 
Objective: Designing of Waterfront and protecting structure on the White Sea
There are the selection of type and determination of the main dimensions of the fencing and shore facilities. Calculation of stability of the protective structure taking into account certain loads acting on the structure. Graphic-analytical calculation of cutoff wall berthing facilities, calculation of forces in piles, the determination of section of the cutoff wall, depth of immersion of piles. 
The paper consists of an explanatory note on 70 pages, including 29 figures, 7 tables, the list of 18 references and 4 appendices designed in the form of graphic sheets.â