URN | etd-0713121-225651 | Statistics | This thesis had been viewed 124 times. Download 2 times. |
Author | Wei-Cheng Dai- | ||
Author's Email Address | sweet0316i@gmail.com | ||
Department | Department of construction & spatial design | ||
Year | 2020 | Semester | 2 |
Degree | Master | Type of Document | Master's Thesis |
Language | zh-TW.Big5 Chinese | Page Count | 74 |
Title | Research on Improvement of Rutting of Asphalt Concrete Taxiway -Take Hsinchu Airport as an example |
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Abstract | Hsinchu Airport is a military airport. The main mission is to perform air defense missions in the Taiwan Strait of the Republic of China. The secondary missions are phantom fighter flight officer flight training, Hsinchu theater air defense missile drills, and various defense missile loading test missions. It can be used during the all-out war. To ensure the safety of the air field in the capital of Taipei, the main force of the Mirage 2000 fighter aircraft, it is extremely necessary to rely on the Hsinchu Airport main runway, east-west taxiways, communication lanes, aprons, heating pads and various night navigation facilities. Therefore, it is planned to improve the frontline facilities. Circumstance, in order to improve combat effectiveness. This research is aimed at rutting the east taxiway of Hsinchu Airport and affecting the taxiing of fighters and discussing the follow-up improvement strategy. In addition to the improvement and strengthening of the existing asphalt concrete ratio design, it also refers to the asphalt concrete construction announced by the Public Works Committee of the Executive Yuan. Specification is the most guarantee of quality. Considering that fighter jets are high-priced combat weapons compared to battleships and tanks, improving taxiway facilities to reduce the possibility of damage to the nose wheel or other parts of the fighter jets during taxiing is the main purpose of this research. This research uses the first improved AR- The construction method of 8000 modified type III asphalt concrete with stiffening partition net, the second improvement of stone cement asphalt concrete construction method and the third improvement of densely mixed asphalt concrete construction method, the situation that needs improvement caused by the construction method of each stage is studied to As a design reference for the next construction. The research process found that in order to improve the rutting of the taxiway, the second improvement of the use of 1 1/2" size sieve stone cement asphalt concrete construction, although it does increase the load capacity required for the slideway to carry fighter-type taxiing, it causes The pore size of the surface granular material is too large, which may increase the intrusion of foreign matter and greatly increase the possible factor of engine damage. Therefore, for the third time, the densely mixed asphalt concrete with a particle size of 3/8" was used to improve the problem of excessive surface pores, so as to complete the load bearing and avoid The double demand of foreign body invasion. |
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Advisor Committee | |||
Files | indicate access worldwide | ||
Date of Defense | 2021-07-08 | Date of Submission | 2021-07-14 |