title: ÐÑÐ¸ÑÐ°Ð»ÑÐ½ÑÐµ Ð¸ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° ÐÐ°ÑÐµÐ½ÑÐµÐ²Ð¾Ð¼ Ð¼Ð¾ÑÐµ Ð² ÑÐ°Ð¹Ð¾Ð½Ðµ ÐÑÑÐ¼Ð°Ð½ÑÐºÐ°
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: Mooring and protective structures in Murmansk area of the Barents Sea
Creators: name: ÐÑÐ»Ð³Ð°ÐºÐ¾Ð², ÐÐµÐ½Ð¸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: Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ
Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ
Ð¼Ð¾Ð»
Ð²ÑÑÐ¾ÐºÐ¸Ð¹ ÑÐ²Ð°Ð¹Ð½ÑÐ¹ ÑÐ¾ÑÑÐ²ÐµÑÐº
Ð½Ð°Ð±ÐµÑÐµÐ¶Ð½Ð°Ñ ÑÑÐµÐ½ÐºÐ°
hydraulic engineering structures
breakwater
pier
free-standing group of piles

description: ÐÐ±ÑÐµÐ¼ ÑÑÑÐ°Ð½Ð¸Ñ â 91, 5 Ð³Ð»Ð°Ð², Ð¸Ð»Ð»ÑÑÑÑÐ°ÑÐ¸Ð¸ â 24, ÑÐ°Ð±Ð»Ð¸ÑÑ â 13, Ð»Ð¸ÑÑÑ Ð³ÑÐ°ÑÐ¸ÑÐµÑÐºÐ¾Ð³Ð¾ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð° â 8, Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÑÑÑÑ Ð´Ð°Ð½Ð½ÑÐµ Ð¸Ð· 18 Ð¸ÑÑÐ¾ÑÐ½Ð¸ÐºÐ¾Ð².
ÐÐ²ÑÐ¾Ñ: ÐÑÐ»Ð³Ð°ÐºÐ¾Ð² Ð.Ð.
ÐÐ°Ð·Ð²Ð°Ð½Ð¸Ðµ: ÐÑÐ¸ÑÐ°Ð»ÑÐ½ÑÐµ Ð¸ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° ÐÐ°ÑÐµÐ½ÑÐµÐ²Ð¾Ð¼ Ð¼Ð¾ÑÐµ Ð² ÑÐ°Ð¹Ð¾Ð½Ðµ ÐÑÑÐ¼Ð°Ð½ÑÐºÐ°
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ÐÐÐ ÐÐÐÐÐ¯ Ð¡Ð¢ÐÐÐÐ.
ÐÐ±ÑÐµÐºÑÑ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ: Ð¿Ð¾ÑÑÐ¾Ð²ÑÐµ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ðµ Ð¸ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° ÐÐ°ÑÐµÐ½ÑÐµÐ²Ð¾Ð¼ Ð¼Ð¾ÑÐµ.
Ð¦ÐµÐ»Ñ ÑÐ°Ð±Ð¾ÑÑ: Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ â Ð¼Ð¾Ð»Ð° Ð²ÐµÑÑÐ¸ÐºÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ Ð¿ÑÐ¾ÑÐ¸Ð»Ñ, Ð²ÑÐ¿Ð¾Ð»Ð½ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¸Ð· Ð¼Ð°ÑÑÐ¸Ð²Ð¾Ð²-Ð³Ð¸Ð³Ð°Ð½ÑÐ¾Ð²; ÑÐ°ÐºÐ¶Ðµ Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ðµ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ â Ð½Ð°Ð±ÐµÑÐµÐ¶Ð½Ð¾Ð¹ Ñ Ð²ÑÑÐ¾ÐºÐ¸Ð¼ ÑÐ²Ð°Ð¹Ð½ÑÐ¼ ÑÐ¾ÑÑÐ²ÐµÑÐºÐ¾Ð¼ Ð¸ Ð·Ð°Ð´Ð½ÐµÐ¹ Ð½Ðµ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð¹ ÑÑÐµÐ½ÐºÐ¾Ð¹.
Ð Ð±Ð°ÐºÐ°Ð»Ð°Ð²ÑÑÐºÐ¾Ð¹ ÑÐ°Ð±Ð¾ÑÐµ ÑÐ°ÑÑÐ¼Ð°ÑÑÐ¸Ð²Ð°ÑÑÑÑ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ Ð¸Ð· Ð¼Ð°ÑÑÐ¸Ð²Ð¾Ð²-Ð³Ð¸Ð³Ð°Ð½ÑÐ¾Ð² Ð¸ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ðµ Ð² Ð²Ð¸Ð´Ðµ Ð½Ð°Ð±ÐµÑÐµÐ¶Ð½Ð¾Ð¹ Ñ Ð²ÑÑÐ¾ÐºÐ¸Ð¼ ÑÐ²Ð°Ð¹Ð½ÑÐ¼ ÑÐ¾ÑÑÐ²ÐµÑÐºÐ¾Ð¼ Ð¸ Ð·Ð°Ð´Ð½ÐµÐ¹ Ð½Ðµ Ð½ÐµÑÑÑÐµÐ¹ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð¹ ÑÑÐµÐ½ÐºÐ¾Ð¹, Ð´ÐµÐ»Ð°ÐµÑÑÑ Ð²ÑÐ±Ð¾Ñ ÑÐ¸Ð¿Ð° ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹ Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑ ÑÐ°Ð·Ð¼ÐµÑÐ¾Ð² ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ð¹, Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÑÐµÑÑÑ, ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ 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° Ð½ÐµÐ³Ð¾, Ð¿ÑÐ¾Ð¸Ð·Ð²Ð¾Ð´Ð¸ÑÑÑ Ð³Ñ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¸, 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° Ð¸ Ð³Ð»ÑÐ±Ð¸Ð½Ñ Ð¿Ð¾Ð³ÑÑÐ¶ÐµÐ½Ð¸Ñ ÑÐ²Ð°Ð¹.
Ð ÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð¼ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð½ÑÐµ Ð¾Ð³ÑÐ°Ð´Ð¸ÑÐµÐ»ÑÐ½Ð¾Ðµ Ð¸ Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ðµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ, Ð²Ð¸Ð·ÑÐ°Ð»Ð¸Ð·Ð°ÑÐ¸Ñ Ð¾Ð´Ð½Ð¾Ð³Ð¾ Ð¸Ð· ÐºÐ¾ÑÐ¾ÑÑÑ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ð° Ð² Ð²Ð¸Ð´Ðµ 3D Ð¼Ð¾Ð´ÐµÐ»Ð¸, ÑÐ´ÐµÐ»Ð°Ð½Ð½Ð¾Ð¹ Ñ Ð¿Ð¾Ð¼Ð¾ÑÑÑ Ð¿ÑÐ¾Ð³ÑÐ°Ð¼Ð¼Ð½Ð¾Ð³Ð¾ ÐºÐ¾Ð¼Ð¿Ð»ÐµÐºÑÐ° AutoCAD.
description: Number of pages - 91, 24 illustrations , 13 tables , 8 sheets of graphic materials , are used information from 18 sources.
Author: D.I. Bulgakov.
Title: Mooring and protective structures in Murmansk area of the Barents Sea.
Keywords: HYDRAULIC ENGINEERING STRUCTURES, BREAKWATER, PIER, FREE-STANDING GROUP OF PILES.
Design object: Mooring and protective structures in Murmansk area of the Barents Sea.
Work purpose: design of the protective and mooring structures â the pier of the certical profile consisting of box cassions and the embankment with a high-grade pile foundation and non bearing back sheeting.
In bachelor`s work the mooring and protective structures are observed, the main sizes of structures are determined, the stability of both of structures are determined as well, the efforts in the piles are calculated and also the driving depth of piles are calculated.
The results of the bachelor`s work are designed mooring and protective structures and their visualization in 3D by the help of computer program âAutoCADâ.