SUBSTANTIATION OF REGULATORY REQUIREMENTS TO POLYMER-ASPHALT CONCRETE ACCORDING TO GOST 9128-2013
Journal Title: Вестник Харьковского национального автомобильно-дорожного университета - Year 2017, Vol 79, Issue
Abstract
Recently, asphalf concrete pavements in 1–3 years of operation accumulate numerous defects, particularly, cracks and need repairing. This leads to the inability to provide a normal life time of the pavement before the overhaul at least 12 years. The article contains the solution of the problem in question.
Authors and Affiliations
L. Gokhman
Keywords
Related Articles
- EP ID EP254248
- DOI -
- Views 73
- Downloads 0
PROJECTS AND MODELS OF SOLAR CHARGING STATIONS FOR ELECTRIC CARS
World environmental degradation has caused the development and popularization of electric cars. Their charging required a large number of electric charging stations, but the use of electric energy generated by nuclear po...
МЕТОДЫ ОЦЕНКИ ТЕХНИЧЕСКОЙ БЕЗОПАСНОСТИ СТРОИТЕЛЬНЫХ, ДОРОЖНЫХ И ДРУГИХ МАШИН
Рассмотрена классическая модель функционирования строительных и дорожных машин. В доказательной форме установлена необходимость введения в модель дополнительного показателя «техническая безопасность». Разработана методик...
ADVANTAGES OF EUROPEAN METHODS OF TEACHING FOREIGN LANGUAGES FOR UKRAINIAN TECHNICAL UNIVERSITIES
The necessity and advantages of European methods of teaching foreign languages in Ukrainian technical universities, in particular the Engage-Study-Activate method (ESA), have been considered in the article. Types of task...
АНАЛИЗ ПРОГРАММНЫХ СРЕДСТВ КОМПЬЮТЕРНОГО ПРОЕКТИРОВАНИЯ СТРОИТЕЛЬНЫХ И ДОРОЖНЫХ МАШИН
Проведен анализ современного программного обеспечения для разработки геометрических моделей машин и процессов, которые используют при строительстве, мето-дами геометрического и компьютерного моделирования. На его основе...
THE ROAD TRAFFIC SAFETY IMPROVEMENT BY MEANS OF THE REGULATORY REQUIREMENTS CHANGING TO THE ROUGHNESS AND FRICTION OF THE ROADWAY
The ways of road safety increas on the basis of the requirements improvement to standard roughness and friction indexes are considered in the diven article. The examples of ese indexes are given.