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基于断裂能分析的智能道路基础设施实施用路面质量指数评级策略

Pavement Quality Index Rating Strategy Using Fracture Energy Analysis for Implementing Smart Road Infrastructure.

机构信息

Civil Engineering Department, Faculty of Science and Engineering Technology, Ibika Campus, Walter Sisulu University, Eastern Cape 4960, South Africa.

Sustainable Transportation Research Group (STRg), Civil Engineering Department, College of Agriculture, Engineering and Science, Howard College Campus, University of Kwa-Zulu Natal, KwaZulu-Natal 4041, South Africa.

出版信息

Sensors (Basel). 2021 Jun 20;21(12):4231. doi: 10.3390/s21124231.

Abstract

Developing a responsive pavement-management infrastructure system is of paramount importance, accentuated by the quest for sustainability through adoption of the Road Traffic Management System. Technological advances have been witnessed in developed countries concerning the development of smart, sustainable transportation infrastructure. However, the same cannot be said of developing countries. In this study, the development of a pavement management system at network level was examined to contribute towards a framework for evaluating a Pavement Quality Index and service life capacity. Environmental surface response models in the form of temperature and moisture variations within the pavement were applied, using sensor devices connected to a data cloud system to carry out mathematical analysis using a distinctive mesh analysis deformation model. The results indicated variation in the Resilient Modulus of the pavement, with increasing moisture content. Increase in moisture propagation increased saturation of the unbound granular base which reduced the elastic modulus of the sub-base and base layer and reduced the strength of the pavement, resulting in bottom-up cracks and cracking failure. The horizontal deformation reduced, indicating that the material was experiencing work hardening and further stress would not result in significant damage. Increasing temperature gradient resulted in reduced stiffness of the asphalt layer. In tropical regions, this can result in rutting failure which, over time, results in top-down cracks and potholes, coupled with increasing moisture content.

摘要

开发响应式路面管理基础设施系统至关重要,通过采用道路交通管理系统来追求可持续性就更加凸显了这一点。在发达国家,智能、可持续交通基础设施的发展见证了技术的进步。然而,发展中国家却并非如此。在本研究中,我们研究了在网络层面开发路面管理系统,以有助于评估路面质量指数和使用寿命能力的框架。通过连接到数据云系统的传感器设备,应用了形式为温度和湿度变化的环境表面响应模型,以使用独特的网格分析变形模型进行数学分析。结果表明,随着含水量的增加,路面的回弹模量会发生变化。水分传播的增加会增加未粘结粒料基层的饱和度,从而降低底基层和基层的弹性模量,并降低路面的强度,导致从下至上的裂缝和断裂失效。水平变形减小,表明材料正在经历加工硬化,进一步的应力不会导致显著的损坏。温度梯度的增加会导致沥青层的刚度降低。在热带地区,这可能导致车辙失效,随着时间的推移,会导致从上至下的裂缝和坑洼,并伴随着含水量的增加。

https://cdn.ncbi.nlm.nih.gov/pmc/blobs/00e3/8235173/2f35205b929d/sensors-21-04231-g0A1.jpg

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