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Application of Environmental Loading in Mechanistic Design of Airport Concrete Pavements KCI 등재

환경하중을 적용한 공항 콘크리트 포장의 역학적 설계법 연구

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한국도로학회논문집 (International journal of highway engineering)
한국도로학회 (Korean Society of Road Engineers)
초록

PURPOSES : Almost every design method for airport concrete pavements considers only traffic loading and not environmental loading. This study proposes a mechanistic design method for airport concrete pavements, that considers both environmental and traffic loading simultaneously. METHODS: First, the environmental loading of concrete pavements in Korean airports was quantified. FEAFAA, a finite element analysis program for airport pavements, was used to calculate the maximum tensile stress (MTS) of the slab, caused by both environmental and traffic loadings. The factors that influence the MTS were identified via sensitivity analysis, and an MTS prediction model was developed using the statistical analysis program SPSS. The ratio of MTS to the tensile strength of slab was calculated using the prediction model. The fatigue model under the AC 150/5320-6E and AC 150/5320-6F standards of the FAA was corrected to make it suitable for the predicted stress-strength ratio.
RESULTS : The MTS prediction model and corrected fatigue model were used to redesign the slab thickness and joint spacing of airport concrete pavements originally designed using the AC 150/5320-6D standard, which empirically considers traffic loading only. As a result, different slab thicknesses and joint spacings were redesigned with consideration for environmental loading, specifically the weather conditions of airports. .
CONCLUSIONS: The slab thickness and joint spacing can be mechanistically designed at the same time, whereas previously, only the slab thickness was designed, and the joint spacing was determined empirically.

목차
ABSTRACT
1. Introduction
2. Development of MTS Prediction Model
    2.1. Environmental Loading Prediction Model
    2.2. MTS Prediction Model for EnvironmentalLoading
    2.3. MTS Prediction Model for Traffic Loading
    2.4. MTS Prediction Model for SimultaneousEnvironmental and Traffic Loading
3. Correction of Fatigue Model
4. Application of the MTS prediction modeland Corrected Fatigue Model
5. Conclusions
REFERENCES
저자
  • Seo Jin Seok(Inha university) | 서진석
  • Park Hae Won(Inha university) | 박해원
  • Liu Ju Ho(Inha university) | 유주호
  • CHOI Min Kyu(Inha university) | 최민규
  • CHOI Ki Hyo(Inha university) | 최기효
  • Jeong Jin Hoon(Inha university) | 정진훈 Corresponding Author