Author:
Wu Yang,Zhou Xingye,Wang Xudong,Shan Lingyan
Abstract
In order to evaluate the feasibility of using hard-grade asphalt concrete in China’s highway construction, based on the accelerated loading test of the full-scale track of the Research Institute of Highway Ministry of Transport (RIOHTrack), the long-term service performance of hard-grade asphalt concrete base pavement was studied, and its actual service effect was evaluated. The study found that hard-grade asphalt concrete has higher strength, modulus and high-temperature stability. Although the low-temperature performance is generally not as good as that of asphalt, with a penetration grade (PG) of 60/80, it has equivalent or better cracking resistance in the area where the RIOHTrack is located. During the five-year observation period, the rutting deformation of the pavement structure showed an annual fluctuation increase. In comparison, the rutting resistance of a hard-grade asphalt concrete base structure can be increased by approximately 16%, and the deflection value is smaller, so the long-term performance of the anti-rutting effect and structural bearing capacity are better. The study shows that hard-grade asphalt concrete base pavement is suitable for highway construction in parts of China, where the climate is similar to that of the RIOHTrack location, or the temperature is higher or the latitude is lower.
Funder
Ministry of Science and Technology
Subject
Management, Monitoring, Policy and Law,Renewable Energy, Sustainability and the Environment,Geography, Planning and Development,Building and Construction
Reference39 articles.
1. High modulus asphalt concrete: A state-of-the-art review
2. Development and Uses of Hard Grade Asphalt and of High Modulus Asphalt Mixes in France;Corte,2001
3. Review of the development and uses of hard grade asphalts in France
4. Application study of low grade asphalt in high modulus asphalt mixture;Sun;Petro. Asph.,2016
5. Characteristics and new development of high modulus asphalt mixtures;Xia;J. Chin. For. Highw.,2005
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