مشروع البحث: Development of Pavement Maintenance Management System (PMMS) of Airports Case study (RW 11/29 Mitiga International Airport
| dc.contributor.advisor | المبروك, صابر | |
| dc.date.accessioned | 2025-03-13T08:30:51Z | |
| dc.date.available | 2025-03-13T08:30:51Z | |
| dc.description | The airport network is one of the major assets that make up the most important investments in most of the world. Airport docks remain the main element in the airport infrastructure. The safety of the aircraft landing depends heavily on the characteristics of the pavement surface It is noted that the sidewalks of the runway are increasing in the collapse of many of the reasons and most important to increase the loads and the frequency of the climate as well as the absence of a special administration runs the work of paving and keep pace with the development in this area and if occurred maintenance work in a random and unsought of cost, effort and time. Finally, this study aims at finding a methodology to maintain these platforms by implementing the correct maintenance in a timely manner and at the lowest cost by using APMS systems These systems support the correct decisions with a regular approach that helps airport managers and engineers enable them to obtain accurate information and the optimal strategies needed to manage their berths well and effectively thereby determining maintenance costs and priorities. The assessment of the 11/29 Metiga airport was carried out at the international airport after it was divided into 5 parts and the adoption of the status of the pier (PCI). Using the Micro Paver program, which is one of the most important programs used in pavement management? It is easy to use and contains all the possible damage to paving. It is one of the most widespread programs and is used to evaluate the flexible and solid paving of both roads and airports. This pavement status indicator is rated from 0 to 100, where 0 is the worst possible case and 100 is the best excellent case. The results of the study were as follows: the lowest value was (38 - very poor) and the highest value (59 - Fair) The other three parts were (50, 52, and 53 - poor) due to the repeated loads and shelf life and lack of maintenance periodically. | |
| dc.description.abstract | The airport network is one of the major assets that make up the most important investments in most of the world. Airport docks remain the main element in the airport infrastructure. The safety of the aircraft landing depends heavily on the characteristics of the pavement surface It is noted that the sidewalks of the runway are increasing in the collapse of many of the reasons and most important to increase the loads and the frequency of the climate as well as the absence of a special administration runs the work of paving and keep pace with the development in this area and if occurred maintenance work in a random and unsought of cost, effort and time. Finally, this study aims at finding a methodology to maintain these platforms by implementing the correct maintenance in a timely manner and at the lowest cost by using APMS systems These systems support the correct decisions with a regular approach that helps airport managers and engineers enable them to obtain accurate information and the optimal strategies needed to manage their berths well and effectively thereby determining maintenance costs and priorities. The assessment of the 11/29 Metiga airport was carried out at the international airport after it was divided into 5 parts and the adoption of the status of the pier (PCI). Using the Micro Paver program, which is one of the most important programs used in pavement management? It is easy to use and contains all the possible damage to paving. It is one of the most widespread programs and is used to evaluate the flexible and solid paving of both roads and airports. This pavement status indicator is rated from 0 to 100, where 0 is the worst possible case and 100 is the best excellent case. The results of the study were as follows: the lowest value was (38 - very poor) and the highest value (59 - Fair) The other three parts were (50, 52, and 53 - poor) due to the repeated loads and shelf life and lack of maintenance periodically. | |
| dc.identifier | 7032 | |
| dc.identifier.uri | https://dspace.academy.edu.ly/handle/123456789/1489 | |
| dc.subject | Development of Pavement Maintenance Management System (PMMS) of Airports Case study (RW 11/29 Mitiga International Airport | |
| dc.title | Development of Pavement Maintenance Management System (PMMS) of Airports Case study (RW 11/29 Mitiga International Airport | |
| dspace.entity.type | Project | |
| project.endDate | 2019 | |
| project.funder.name | إدارة المشاريع الهندسية | |
| project.investigator | يوسف محمد المكي | |
| project.startDate | 2018 | |
| relation.isOrgUnitOfProject | 71420d0a-5d78-4408-b831-76d08947b613 | |
| relation.isOrgUnitOfProject.latestForDiscovery | 71420d0a-5d78-4408-b831-76d08947b613 | |
| relation.isPersonOfProject | 4503c772-4171-4c1a-9e5c-19feefb2be27 | |
| relation.isPersonOfProject.latestForDiscovery | 4503c772-4171-4c1a-9e5c-19feefb2be27 |