title: ÐÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ðµ RAP Ð² ÑÐµÐ±ÐµÐ½Ð¾ÑÐ½Ð¾-Ð¼Ð°ÑÑÐ¸ÑÐ½Ð¾Ð¼ Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½Ðµ
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: Application of RAP in crushed stone-mastic asphalt concrete
Creators: name: ÐÐ¸Ð´ÐµÐ½ÐºÐ¾, Ð¡Ð¾ÑÑ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: 2024
Subjects: Ð°Ð²ÑÐ¾Ð¼Ð¾Ð±Ð¸Ð»ÑÐ½ÑÐµ Ð´Ð¾ÑÐ¾Ð³Ð¸
ÑÐµÐ±ÐµÐ½Ð¾ÑÐ½Ð¾-Ð¼Ð°ÑÑÐ¸ÑÐ½ÑÐ¹ Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½
Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð³ÑÐ°Ð½ÑÐ»ÑÑ
Ð¿ÐµÑÐµÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½ÑÐ¹ Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½
roads
stone-mastic asphalt
asphalt granulate
recycled asphalt concrete

description: ÐÐ°Ð½Ð½Ð°Ñ Ð¼Ð°Ð³Ð¸ÑÑÐµÑÑÐºÐ°Ñ ÑÐ°Ð±Ð¾ÑÐ° Ð¿Ð¾ÑÐ²ÑÑÐµÐ½Ð° Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð²Ð»Ð¸ÑÐ½Ð¸Ñ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²Ð° Ð¿ÐµÑÐµÑÐ°Ð±Ð¾ÑÐ°Ð½Ð½Ð¾Ð³Ð¾ Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð³ÑÐ°Ð½ÑÐ»ÑÑÐ° Ð² ÑÐ¾ÑÑÐ°Ð²Ðµ ÑÐµÐ±ÐµÐ½Ð¾ÑÐ½Ð¾-Ð¼Ð°ÑÑÐ¸ÑÐ½Ð¾Ð¹ ÑÐ¼ÐµÑÐ¸ Ð½Ð° ÐµÐµ ÑÐ²Ð¾Ð¹ÑÑÐ²Ð°. ÐÑÐ¸ Ð¿Ð¾Ð»Ð¾Ð¶Ð¸ÑÐµÐ»ÑÐ½ÑÑ ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ°Ñ Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ Ð¿Ð¾ÑÐ²Ð¸ÑÑÑ Ð²Ð¾Ð·Ð¼Ð¾Ð¶Ð½Ð¾ÑÑÑ ÑÐ¼ÐµÐ½ÑÑÐ°ÑÑ Ð·Ð°ÑÑÐ°ÑÑ Ð½Ð° Ð¿ÑÐ¾Ð¸Ð·Ð²Ð¾Ð´ÑÑÐ²Ð¾ ÑÐ¼ÐµÑÐµÐ¹ Ð¸ ÑÐ½Ð¸Ð¶Ð°ÑÑ Ð¿Ð¾ÑÑÐµÐ±Ð»ÐµÐ½Ð¸Ðµ Ð¿ÑÐ¸ÑÐ¾Ð´Ð½ÑÑ ÑÐµÑÑÑÑÐ¾Ð². 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ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ðµ Ð°Ð½Ð°Ð»Ð¸Ð·Ð° ÑÑÐµÐ±Ð¾Ð²Ð°Ð½Ð¸Ð¹ Ðº Ð¿ÑÐ¾ÐµÐºÑÐ¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ ÑÐµÐ±ÐµÐ½Ð¾ÑÐ½Ð¾-Ð¼Ð°ÑÑÐ¸ÑÐ½ÑÑ ÑÐ¼ÐµÑÐµÐ¹ Ð¸ Ð¸ÑÐ¿Ð¾Ð»ÑÐ·Ð¾Ð²Ð°Ð½Ð¸Ñ Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð³ÑÐ°Ð½ÑÐ»ÑÑÐ° Ð² ÐµÐµ ÑÐ¾ÑÑÐ°Ð²Ðµ; 2. ÐÑÐ¿ÑÑÐ°Ð½Ð¸Ðµ Ð¾Ð±ÑÐ°Ð·ÑÐ¾Ð²; 3. ÐÐ½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ; 4. Ð¡Ð¾ÑÑÐ°Ð²Ð»ÐµÐ½Ð¸Ðµ ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¹ Ð¿Ð¾ ÑÐ²ÐµÐ»Ð¸ÑÐµÐ½Ð¸Ñ ÐºÐ¾Ð»Ð¸ÑÐµÑÑÐ²Ð° Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½Ð½ÑÑ ÑÐ¼ÐµÑÐµÐ¹ Ñ RAP. Ð ÑÐ°Ð±Ð¾ÑÐµ Ð¿ÑÐµÐ´ÑÑÐ°Ð²Ð»ÐµÐ½Ñ: - Ð°Ð½Ð°Ð»Ð¸Ð· Ð¼Ð¸ÑÐ¾Ð²Ð¾Ð³Ð¾ Ð¾Ð¿ÑÑÐ° Ð¿ÑÐ¸Ð¼ÐµÐ½ÐµÐ½Ð¸Ñ ÑÐ¼ÐµÑÐµÐ¹ Ñ RAP; - Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐ¾Ð²ÑÐµÐ¼ÐµÐ½Ð½ÑÑ ÑÐµÑÐ½Ð¾Ð»Ð¾Ð³Ð¸Ð¹ Ð¿ÑÐ¸Ð³Ð¾ÑÐ¾Ð²Ð»ÐµÐ½Ð¸Ñ ÑÐ¼ÐµÑÐµÐ¹ Ñ RAP; - Ð¿Ð¾Ð´ÑÐ¾Ð±Ð½Ð¾Ðµ Ð¾Ð¿Ð¸ÑÐ°Ð½Ð¸Ðµ Ð¿Ð»Ð°Ð½Ð¸ÑÐ¾Ð²Ð°Ð½Ð¸Ñ Ð¸ Ð¿ÑÐ¾Ð²ÐµÐ´ÐµÐ½Ð¸Ñ ÑÐºÑÐ¿ÐµÑÐ¸Ð¼ÐµÐ½ÑÐ°; - Ð°Ð½Ð°Ð»Ð¸Ð· ÑÐµÐ·ÑÐ»ÑÑÐ°ÑÐ¾Ð² Ð¸ÑÑÐ»ÐµÐ´Ð¾Ð²Ð°Ð½Ð¸Ñ; - ÑÐµÐºÐ¾Ð¼ÐµÐ½Ð´Ð°ÑÐ¸Ð¸ Ð¿Ð¾ Ð²Ð½ÐµÐ´ÑÐµÐ½Ð¸Ñ RAP Ð² Ð°ÑÑÐ°Ð»ÑÑÐ¾Ð±ÐµÑÐ¾Ð½Ð½ÑÐµ ÑÐ¼ÐµÑÐ¸.
description: This work is devoted to studying the influence of the amount of processed asphalt granulate in the crushed stone-mastic mixture on its properties. IF the research results are positive, it will be possible to reduce the cost of producing mixtures and reduce the consumption of natural resources. Problems that were sold during the study: 1. Conducting an analysis of the requirements for the design of crushed stone-mastic mixtures and the use of asphalt granulate in its composition; 2. Sample testing; 3. Analyzing of the research results; 4. Drawing up recommendations for increasing the number of asphalt concrete mixtures with RAP. The work presents: - analysis of world experience in the use of mixtures with RAP; - analysis of modern technologies for preparing mixtures with RAP; - detailed description of the planning and conduct of the experiment; - analysis of research results; - recommendations for the introduction of RAP into asphalt concrete mixtures.