논문 상세보기
pp.47-57
PURPOSES: The permeable pavement type has been rapidly developed for solving problems regarding traffic noise in the area of housing complex and heavy rainwater drainage in order to account for the climate change. In this regards, the objective of this study is to figure out the characteristics of pavement types.
METHODS: The laboratory test for deriving optimum asphalt content (OAC) was conducted using the mixtures of the permeable asphalt surface for the pavement surface from Marshall compaction method. Based on its results, the pavement construction at the test field was conducted. After that, the site performance tests for measuring the traffic noise, strength and permeability were carried out for the relative evaluation in 2 months after the traffic opening. The specific site tests are noble close proximity method (NCPX), Light falling deflectometer test (LFWD) and the compact permeability test.
RESULTS : The ordered highest values of the traffic noise level can be found such as normal dense graded asphalt, drainage and porous structure types. In the results from LFWD, the strength values of the porous and drainage asphalt types had been lower, but the strength of normal asphalt structure had relatively stayed high.
CONCLUSIONS: The porous structure has been shown to perform significantly better in permeability and noise reduction than others. In addition to this study, the evaluation of the properties and the determination of the optimum thickness for the subgrade course under the porous pavement will be conducted using ground investigation technique in the further research.
1. 서론
2. 포장형식 별 특성
2.1. 개요
2.2. 배수성 포장
2.3. 투수성포장 구조
3. 도로설계 및 포장 실내시험
3.1. 시험시공 개요
3.2. 배수시설 설계
3.3. 포장설계
4. 시험시공
4.1. 단면 구성
4.2. 저소음-배수성 아스팔트 혼합물 품질
4.3. 아스팔트 혼합물 실내시험
4.4. 밀입도, 배수성, 투수성 포장 시험시공
5. 현장 시험
5.1. 현장 시험 종류 및 개요
5.2. 소음도 측정시험
5.3. 강도측정
5.4. 현장 투수 시험
6. 시험결과
7. 결론
ACKNOWLEDGEMENT
REFERENCES
