A Design Method on Durable Asphalt Pavement of Flexible Base on Anti-Rutting Performance and Its Application

Author:

Li Limin1,Guo Enping1,Lin Yuliang2ORCID,He Zhaoyi3

Affiliation:

1. School of Civil and Environmental Engineering, Hunan University of Science and Engineering, Yongzhou 425199, China

2. Schools of Civil Engineering, Central South University, Changsha 410075, China

3. Schools of Civil Engineering, Chongqing Jiao Tong University, Chongqing 400074, China

Abstract

To solve the durability of flexible base asphalt pavement, especially its anti-rutting problem, a design method on durable asphalt pavement of flexible base on anti-rutting performance was put forward in the paper, based on many experiments and calculations. Firstly, a method that asphalt could be selected according to penetration and the anti-rutting factor of its base asphalt was found, which solved the problem of the asphalt selection of the flexible base asphalt mixture design. Meanwhile, a method of skeleton-density structure gradation design was proposed based on the fractal void ratio of coarse aggregate, fractal volume of fine aggregate in coarse aggregate, penetration, fractal dimension of gradation particle size, and rutting tests, which effectively solved in advance the rutting and fatigue performance of flexible base asphalt mixtures. Then, on the basis of the fatigue damage, a calculation method of fatigue life was suggested, which solved the problem that the fatigue damage of asphalt mixtures rarely considered the combined effects of creep damage and fatigue damage. In addition, a calculation method of rutting was formulated based on vehicle dynamic load and ANSYS 16.0 software. Lastly, the feasibility of the design method on durable asphalt pavement of flexible base on anti-rutting performance was verified combining with the real engineering of a supporting project and several numerical calculations and tests.

Funder

Hunan Provincial Natural Science Foundation of China

Hunan Provincial Department of Education of China

Publisher

MDPI AG

Subject

General Materials Science

Reference29 articles.

1. Li, L. (2011). Design Method Study on the Large-Stone Flexible Base Durable Asphalt Pavement of Resisting Rutting. [Ph.D. Thesis, Central South University].

2. Concepts of perpetual pavements;Newcomb;Transp. Res. Circ.,2001

3. Garcia, G. (2007). Concepts for Mechanistic-Empirical Design Procedure for Extended Life Hot Mix Asphalt Pavements with a Multi-Layered Structure. [Ph.D. Thesis, University of Illinois at Urbana-Champaign].

4. Uzarowski, L. (2006). The Development of Asphalt Mix Creep Parameters and Finite Element Modeling of Asphalt Rutting. [Ph.D. Thesis, University of Waterloo Ontario Canada].

5. Perpetual pavements—A concept paper;Buncher;Asph. Pavement Alliance,2000

Cited by 1 articles. 订阅此论文施引文献 订阅此论文施引文献,注册后可以免费订阅5篇论文的施引文献,订阅后可以查看论文全部施引文献

1. A spatial-statistical model to analyse historical rutting data;International Journal of Pavement Engineering;2024-08-16

同舟云学术

1.学者识别学者识别

2.学术分析学术分析

3.人才评估人才评估

"同舟云学术"是以全球学者为主线,采集、加工和组织学术论文而形成的新型学术文献查询和分析系统,可以对全球学者进行文献检索和人才价值评估。用户可以通过关注某些学科领域的顶尖人物而持续追踪该领域的学科进展和研究前沿。经过近期的数据扩容,当前同舟云学术共收录了国内外主流学术期刊6万余种,收集的期刊论文及会议论文总量共计约1.5亿篇,并以每天添加12000余篇中外论文的速度递增。我们也可以为用户提供个性化、定制化的学者数据。欢迎来电咨询!咨询电话:010-8811{复制后删除}0370

www.globalauthorid.com

TOP

Copyright © 2019-2024 北京同舟云网络信息技术有限公司
京公网安备11010802033243号  京ICP备18003416号-3