title: ÐÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ðµ ÐºÐ¾Ð»ÐµÐµÐ¾Ð±ÑÐ°Ð·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÑ Ð´Ð¾ÑÐ¾Ð¶Ð½ÑÑ Ð¾Ð´ÐµÐ¶Ð´
title: Ð²ÑÐ¿ÑÑÐºÐ½Ð°Ñ ÐºÐ²Ð°Ð»Ð¸ÑÐ¸ÐºÐ°ÑÐ¸Ð¾Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¼Ð°Ð³Ð¸ÑÑÑÐ°
titleType: Subtitle
title: The study of track formation in the structures of road clothes
Creators: name: ÐÑÐ¸ÑÐ¾Ð´ÑÐºÐ¾, ÐÐ½Ð´ÑÐµÐ¹
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: 2024
Subjects: Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½ÑÐµ Ð´Ð¾ÑÐ¾Ð³Ð¸
ÐºÐ¾Ð»ÐµÐµÐ¾Ð±ÑÐ°Ð·Ð¾Ð²Ð°Ð½Ð¸Ðµ
ÑÐºÑÐ¿Ð»ÑÐ°ÑÐ°ÑÐ¸Ð¾Ð½Ð½ÑÐµ Ð¿Ð¾ÐºÐ°Ð·Ð°ÑÐµÐ»Ð¸
Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ðµ Ð¿Ð¾ÐºÑÑÑÐ¸Ðµ
Ð¾Ð¿ÑÐµÐ´ÐµÐ»ÐµÐ½Ð¸Ðµ Ð¸ÑÑÐ¸ÑÐ°ÐµÐ¼Ð¾ÑÑÐ¸
highways
track formation
performance indicators
asphalt concrete coating
determination of abrasion

description: ÐÐ°Ð½Ð½Ð°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ ÐºÐ¾Ð»ÐµÐµÐ¾Ð±ÑÐ°Ð·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÑ Ð´Ð¾ÑÐ¾Ð¶Ð½ÑÑ Ð¾Ð´ÐµÐ¶Ð´ Ð½Ð° Ð´Ð¾ÑÐ¾Ð³Ð°Ñ Ñ Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼ Ð¿Ð¾ÐºÑÑÑÐ¸ÐµÐ¼, Ð²ÑÐ¾Ð´Ðµ ÑÐ°Ð±Ð¾ÑÑ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ Ð¿ÑÐ¸ÑÐ¸Ð½Ñ Ð¿Ð¾ÑÐ²Ð»ÐµÐ½Ð¸Ñ ÐºÐ¾Ð»ÐµÐ¹Ð½Ð¾ÑÑÐ¸ Ð¸ ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½Ñ Ð¿ÑÐ¸ÑÐ¸Ð½Ñ Ð¾Ð±ÑÐ°Ð·Ð¾Ð²Ð°Ð½Ð¸Ñ ÐºÐ¾Ð»ÐµÐ¹Ð½Ð¾ÑÑÐ¸, ÑÐ°ÑÑÐ¼Ð¾ÑÑÐµÐ½ Ð¾Ð¿ÑÑ Ð¿Ð¾ ÑÐ¼ÐµÐ½ÑÑÐµÐ½Ð¸Ñ ÐºÐ¾Ð»ÐµÐµÐ¾Ð±ÑÐ°Ð·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð½Ð° Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½Ð½Ð¾Ð¼ Ð¿Ð¾ÐºÑÑÑÐ¸Ð¸ Ð² Ð·Ð°ÑÑÐ±ÐµÐ¶Ð½Ð¾Ð¼ Ð¸ Ð¾ÑÐµÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ð³Ð¾. ÐÐ°Ð´Ð°ÑÐ¸, ÐºÐ¾ÑÐ¾ÑÑÐµ ÑÐµÑÐ°Ð»Ð¸ÑÑ Ð² ÑÐ¾Ð´Ðµ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ: 1. ÐÐ½Ð°Ð»Ð¸Ð· Ð¿ÑÐ¸ÑÐ¸Ð½ Ð¿Ð¾ÑÐ²Ð»ÐµÐ½Ð¸Ñ ÐºÐ¾Ð»ÐµÐ¹Ð½Ð¾ÑÑÐ¸; 2. ÐÐ½Ð°Ð»Ð¸Ð· Ð¾ÑÐµÑÐµÑÑÐ²ÐµÐ½Ð½Ð¾Ð³Ð¾ Ð¸ Ð·Ð°ÑÑÐ±ÐµÐ¶Ð½Ð¾Ð³Ð¾ Ð¾Ð¿ÑÑÐ° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ÑÐ¸Ð½ ÐºÐ¾Ð»ÐµÐµÐ¾Ð±ÑÐ°Ð·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð² ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸Ð¸ Ð´Ð¾ÑÐ¾Ð¶Ð½Ð¾Ð¹ Ð¾Ð´ÐµÐ¶Ð´Ñ Ð½Ð° Ð´Ð¾ÑÐ¾Ð³Ð°Ñ Ñ Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼ Ð¿Ð¾ÐºÑÑÑÐ¸ÐµÐ¼; 3. ÐÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð½Ð°ÑÑÑÐ½ÑÑ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ð¹ Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÑÐ¼ÐµÑÐµÐ¹ Ñ ÑÐ°Ð·Ð»Ð¸ÑÐ½ÑÐ¼Ð¸ ÐºÐ¾Ð½ÑÑÑÑÐºÑÐ¸ÑÐ¼Ð¸ Ð´Ð¾ÑÐ¾Ð¶Ð½ÑÑ Ð¾Ð´ÐµÐ¶Ð´; 4. ÐÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ñ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ Ð¿Ð¾ ÑÐ½Ð¸Ð¶ÐµÐ½Ð¸Ñ ÐºÐ¾Ð»ÐµÐµÐ¾Ð±ÑÐ°Ð·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð½Ð° Ð´Ð¾ÑÐ¾Ð³Ð°Ñ Ñ Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼ Ð¿Ð¾ÐºÑÑÑÐ¸ÐµÐ¼. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿ÑÐ¸ÑÐ¸Ð½ Ð¿Ð¾ÑÐ²Ð»ÐµÐ½Ð¸Ñ ÐºÐ¾Ð»Ð»ÐµÐ¹Ð½Ð¾ÑÑÐ¸, Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ñ Ð½Ð°ÑÑÑÐ½ÑÐµ Ð»Ð°Ð±Ð¾ÑÐ°ÑÐ¾ÑÐ½ÑÐµ Ð¸ÑÐ¿ÑÑÐ°Ð½Ð¸Ñ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·ÑÐµÐ¼ÑÑ Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÑÐ¼ÐµÑÐµÐ¹ Ð¿ÑÐ¸ ÑÑÑÐ¾Ð¸ÑÐµÐ»ÑÑÑÐ²Ðµ Ð´Ð¾ÑÐ¾Ð³ Ð² Ð³. Ð¡Ð°Ð½ÐºÑ-ÐÐµÑÐµÑÐ±ÑÑÐ³Ðµ, ÑÐ¾ÑÑÐ°Ð²Ð»ÐµÐ½Ñ ÑÑÐ°Ð²Ð½Ð¸ÑÐµÐ»ÑÐ½ÑÐµ ÑÐ°Ð±Ð»Ð¸ÑÑ Ð¿ÑÐ¸Ð¼ÐµÐ½ÑÐµÐ¼ÑÑ Ð¼Ð°ÑÐµÑÐ¸Ð°Ð»Ð¾Ð² Ð½Ð° Ð¸ÑÑÐ¸ÑÐ°ÐµÐ¼Ð¾ÑÑÑ, Ð¿ÑÐµÐ´Ð»Ð¾Ð¶ÐµÐ½Ñ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ Ð¿Ð¾ ÑÐ½Ð¸Ð¶ÐµÐ½Ð¸Ñ ÐºÐ¾Ð»ÐµÐµÐ¾Ð±ÑÐ°Ð·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð½Ð° Ð´Ð¾ÑÐ¾Ð³Ð°Ñ Ñ Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐ¼ Ð¿Ð¾ÐºÑÑÑÐ¸ÐµÐ¼.
description: This work is devoted to the study of rutting in the structures of road surfaces on roads with asphalt concrete pavement, the results of the work consider the causes of the appearance of rutting and the causes of the formation of rutting, the experience of reducing rutting is considered on asphalt concrete pavement in foreign and domestic. The tasks that were solved during the study: 1. Analysis of the causes of the appearance of a rut; 2. Analysis of domestic and foreign experience in the study of the causes of rutting in the construction of pavement on roads with asphalt concrete pavement; 3. Conducting field tests of asphalt concrete mixtures with various structures of road clothes; 4. Recommendations for reducing rutting on asphalt-paved roads are proposed. The work investigates the causes of the appearance of collarity, conducts fullscale laboratory tests of asphalt concrete mixtures used in road construction in St. Petersburg, compiles comparative tables of the materials used for abrasion, and offers recommendations for reducing rutting on roads with asphalt concrete pavement.