title: ÐÐ¾ÑÑÐ¾Ð²ÑÐµ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ñ Ð»ÐµÐ´Ð¾Ð·Ð°ÑÐ¸ÑÐ¾Ð¹ Ð² ÐÑ Ð¾ÑÑÐºÐ¾Ð¼ Ð¼Ð¾ÑÐµ
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: Port facilities with ice protection in the Sea of Okhotsk
Creators: name: ÐÐ¾Ð²Ð°Ð»ÐµÐ², ÐÑÑÑÐ¼
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: 2023
Subjects: Ð¿ÑÐ¸ÑÐ°Ð»
ÑÐ¿ÑÐ½Ñ
ÑÐ¾ÑÑÐ²ÐµÑÐº
Ð³ÑÐ°ÑÐ¾Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ
Ð»ÐµÐ´Ð¾Ð²Ð°Ñ Ð½Ð°Ð³ÑÑÐ·ÐºÐ°
Ð»ÐµÐ´Ð¾Ð·Ð°ÑÐ¸ÑÐ°
Ð»ÐµÐ´Ð¾Ð²ÑÐµ ÑÑÐ»Ð¾Ð²Ð¸Ñ
Ð±Ð°ÑÐ±Ð¾ÑÐ°Ð¶
Ð¿Ð¾ÑÐ¾ÐºÐ¾Ð¾Ð±ÑÐ°Ð·Ð¾Ð²Ð°ÑÐµÐ»Ð¸
pier
sheet pile
revetment
graphoanalytical calculation
icre load
ice protection
ice conditions
bubbling
flow inducers

description: Ð Ð´Ð°Ð½Ð½Ð¾Ð¼ Ð¿ÑÐ¾ÐµÐºÑÐµ Ð±ÑÐ» Ð·Ð°Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½ Ð¿ÑÐ¸ÑÐ°Ð» Ñ Ð·Ð°Ð´Ð½ÐµÐ¹ Ð½ÐµÐ½ÐµÑÑÑÐµÐ¹ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð¹ ÑÑÐµÐ½ÐºÐ¾Ð¹ Ð² ÐÑÐ¾ÑÑÐºÐ¾Ð¼ Ð¼Ð¾ÑÐµ. Ð ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½ÑÑ ÑÑÐ»Ð¾Ð²Ð¸ÑÑ Ð´Ð»Ñ Ð Ð¾ÑÑÐ¸Ð¸ ÐºÑÐ°Ð½Ðµ Ð²Ð°Ð¶Ð½Ð¾Ð¹ ÑÐ¾ÑÐ³Ð¾Ð²Ð¾Ð¹ Ð°ÑÑÐµÑÐ¸ÐµÐ¹ Ð±ÑÐ» Ð¸ Ð¾ÑÑÐ°ÐµÑÑÑ Ð¡ÐµÐ²ÐµÑÐ½ÑÐ¹ Ð¼Ð¾ÑÑÐºÐ¾Ð¹ Ð¿ÑÑÑ. Ð Ð±ÑÐ´ÑÑÐµÐ¼ Ð¿Ð»Ð°Ð½Ð¸ÑÑÐµÑÑÑ Ð´Ð¾Ð»Ð³Ð¾ÑÑÐ¾ÑÐ½Ð°Ñ Ð¼Ð¾Ð´ÐµÑÐ½Ð¸Ð·Ð°ÑÐ¸Ñ Ð¿Ð¾ÑÑÐ¾Ð², Ð½Ð°ÑÐ¾Ð´ÑÑÐ¸ÑÑÑ Ð½Ð° Ð½ÐµÐ¼, Ð° Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ Ð¸ ÑÑÐ´Ð¾Ð¼ Ñ Ð½Ð¸Ð¼. Ð ÑÐ¸ÑÐ»Ð¾ ÑÐ°ÐºÐ¸Ñ Ð¿Ð¾ÑÑÐ¾Ð² Ð¼Ð¾Ð³ÑÑ Ð¿Ð¾Ð¿Ð°ÑÑÑ ÐÑÐ¾ÑÑÐº, ÐÐ°Ð³Ð°Ð´Ð°Ð½ Ð¸ Ð´ÑÑÐ³Ð¸Ðµ Ð¿Ð¾ÑÑÑ ÐÑÐ¾ÑÑÐºÐ¾Ð³Ð¾ Ð¼Ð¾ÑÑ. Ð ÑÑÐ¸Ñ ÑÐµÐ³Ð¸Ð¾Ð½Ð°Ñ ÑÑÑÐµÑÑÐ²ÑÐµÑ Ð¿ÑÐ¾Ð±Ð»ÐµÐ¼Ð° Ð²Ð¾Ð·Ð´ÐµÐ¹ÑÑÐ²Ð¸Ñ Ð»ÐµÐ´Ð¾Ð²Ð¾Ð¹ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸, Ð² ÑÐ°ÑÑÐ½Ð¾ÑÑÐ¸ Ð¾Ñ Ð¿ÑÐ¸Ð¿Ð°Ð¹Ð½Ð¾Ð³Ð¾ Ð»ÑÐ´Ð°. ÐÐ¾ÑÑÐ¾Ð¼Ñ Ð½ÐµÐ¾Ð±ÑÐ¾Ð´Ð¸Ð¼Ð¾ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°ÑÑ Ð¼ÐµÑÐ¾Ð´Ñ Ð±Ð¾ÑÑÐ±Ñ Ñ Ð½Ð°ÑÐ°ÑÑÐ°Ð½Ð¸ÐµÐ¼ Ð»ÑÐ´Ð° Ð¸ Ð²ÑÐ±ÑÐ°ÑÑ Ð½Ð°Ð¸Ð±Ð¾Ð»ÐµÐµ ÑÑÑÐµÐºÑÐ¸Ð²Ð½ÑÐ¹ Ð¸Ð· Ð½Ð¸Ñ. Ð¦ÐµÐ»ÑÑ ÑÐ°Ð±Ð¾ÑÑ ÑÐ²Ð»ÑÐµÑÑÑ ÑÐ°ÑÑÐµÑ Ð¾ÑÐ½Ð¾Ð²Ð½ÑÑ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð¿ÑÐ¸ÑÐ°Ð»ÑÐ½Ð¾Ð³Ð¾ ÑÐ¾Ð¾ÑÑÐ¶ÐµÐ½Ð¸Ñ Ð½Ð° Ð´ÐµÐ¹ÑÑÐ²ÑÑÑÐ¸Ðµ Ð½Ð° Ð½ÐµÐ³Ð¾ Ð½Ð°Ð³ÑÑÐ·ÐºÐ¸, Ð° ÑÐ°ÐºÐ¶Ðµ Ð¿Ð¾Ð´Ð±Ð¾Ñ ÑÐ°Ð·Ð¼ÐµÑÐ¾Ð² ÑÑÐ¸Ñ ÑÐ»ÐµÐ¼ÐµÐ½ÑÐ¾Ð² Ð¸ Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð³Ð»ÑÐ±Ð¸Ð½Ñ Ð¿Ð¾Ð³ÑÑÐ¶ÐµÐ½Ð¸Ñ ÑÐ¿ÑÐ½ÑÐ¾Ð²Ð¾Ð¹ ÑÑÐµÐ½ÐºÐ¸ Ð¸ ÑÐ²Ð°Ð¹, Ð¾Ð±ÐµÑÐ¿ÐµÑÐ¸Ð²Ð°ÑÑÐ¸Ñ ÑÑÑÐ¾Ð¹ÑÐ¸Ð²Ð¾ÑÑÑ Ð¿ÑÐ¸ÑÐ°Ð»Ð°. Ð ÑÐ°ÐºÐ¶Ðµ Ð²ÑÐ±Ð¾Ñ Ð¸ Ð¾Ð±Ð¾ÑÐ½Ð¾Ð²Ð°Ð½Ð¸Ðµ Ð»ÐµÐ´Ð¾Ð·Ð°ÑÐ¸ÑÐ½Ð¾Ð¹ ÑÑÑÐ°Ð½Ð¾Ð²ÐºÐ¸. ÐÐ° Ð¾ÑÐ½Ð¾Ð²Ðµ Ð¸ÑÑÐ¾Ð´Ð½ÑÑ Ð´Ð°Ð½Ð½ÑÑ Ð¿Ð¾ ÐºÐ»Ð¸Ð¼Ð°ÑÑ, ÑÐ¾Ð¿Ð¾Ð³ÑÐ°ÑÐ¸Ð¸, Ð³ÐµÐ¾Ð»Ð¾Ð³Ð¸Ð¸, Ð¿ÑÐ¸Ð»Ð¸Ð²Ð½Ð¾Ð¼Ñ ÑÐµÐ¶Ð¸Ð¼Ñ, Ð¸ ÑÐ°ÑÑÐµÑÐ½Ð¾Ð¼Ñ ÑÑÐ´Ð½Ñ Ð±ÑÐ»Ð¸ ÑÑÑÐ°Ð½Ð¾Ð²Ð»ÐµÐ½Ñ Ð¾ÑÐ¼ÐµÑÐºÐ¸ Ð±ÐµÑÐ¾Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ, Ð¾ÑÐ¼ÐµÑÐºÐ° ÐºÐ¾ÑÐ´Ð¾Ð½Ð°, ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ñ Ð²ÐµÑÑÐ½ÐµÐ³Ð¾ ÑÑÑÐ¾ÐµÐ½Ð¸Ñ Ð¸ Ð±ÑÐ» Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½ Ð³ÑÐ°ÑÐ¾Ð°Ð½Ð°Ð»Ð¸ÑÐ¸ÑÐµÑÐºÐ¸Ð¹ ÑÐ°ÑÑÐµÑ.
description: In this project, a pier with a non-load-bearing sheet pile wall was designed in the Sea of Okhotsk. In modern conditions, for the crane of Russia, economic activity remains and remains on the Northern Sea Route. In the future, the expected modernization of ports, the nearest one on it, and possibly next to it. Okhotsk, Magadan and other ports of the Sea of Okhotsk may be among such ports. In the regions, there is a problem of the impact of ice load, in particular from fast ice. In this regard, it is necessary to identify cases of complications associated with the spread of ice. The purpose of the work is to calculate the main elements of the berthing structure that affect its load, as well as the selection of the dimensions of these elements and the determination of the penetration depth of the sheet piling and piles that occur when they occur. As well as the choice and justification of the ice protection installation. Based on the initial data on climate, topography, geology, tidal regime, and the design vessel, the elevation marks for concreting, the cord elevation, the structure of the superstructure, and a graphoanalytical calculation were conducted.