Low-Cost Pavement Management System for Developing Countries

被引:11
|
作者
Khahro, Shabir Hussain [1 ,2 ]
Memon, Zubair Ahmed [2 ]
Gungat, Lillian [3 ]
Yazid, Muhamad Razuhanafi Mat [1 ]
Rahim, Abdur [4 ]
Mubaraki, Muhammad [5 ]
Md. Yusoff, Nur Izzi [1 ]
机构
[1] Univ Kebangsaan Malaysia, Fac Engn & Built Environm, Dept Civil Engn, Bangi 43600, Malaysia
[2] Prince Sultan Univ, Dept Engn Management, Coll Engn, Riyadh 11586, Saudi Arabia
[3] Univ Malaysia Sabah, Fac Engn, Kota Kinabalu 88400, Sabah, Malaysia
[4] Univ Engn & Technol Lahore, Dept Transportat Engn & Management, Lahore 39161, Pakistan
[5] Jazan Univ, Fac Engn, Jazan 45142, Saudi Arabia
关键词
pavement management system; pavement maintenance; low-cost maintenance; analytical network process; multi-criteria decision making; SUSTAINABILITY; MULTICRITERIA;
D O I
10.3390/su13115941
中图分类号
X [环境科学、安全科学];
学科分类号
08 ; 0830 ;
摘要
Governments face numerous challenges in sustaining road network conditions. This is attributed to road authorities' shortages of financial and physical infrastructure. As a result, low-cost automated solutions are being pursued to solve these problems and provide people with appropriate road conditions. Several attempts have been made to improve these technologies and incorporate them into a Pavement Management System (PMS) but limited attempts are made for developing countries. This study aimed to design a low-cost pavement management system for flexible pavement maintenance. A detailed literature review has been carried out, followed by a qualitative assessment of the various indicators considered for PMS. The priority ranks of the PMS indicators were made using an Analytical Network Process (ANP) and each rank was validated by a sensitivity assessment test using the Super Decision-Making tool. This paper also provides the conceptual framework for the low-cost PMS, followed by a fishbone diagram of the indicators and sub-indicators. It is concluded that an emergency maintenance plan with an ANP weight of (0.41) is one of the most significant plans for a low-cost PMS, followed by a routine with an ANP weight of (0.39) and periodic maintenance plans with a (0.20) ANP weight. Moreover, the functional indicators with an ANP weight of (0.32) are the most significant indicators for a low-cost PMS, followed by structural (0.26), safety (0.24), and serviceability(0.18) indicators. This model will assist the road planners in making better decisions on pavement maintenance management plans. The model will suggest the pavement sections on a higher priority to be added in the maintenance plans, especially where the maintenance budget is limited.
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页数:17
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