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Feasibility Study of AASHTO86 Design Method for Bonded Concrete Overlay

AASHTO86 접착식 콘크리트 덧씌우기 설계법의 타당성 연구

  • 박종원 (강릉원주대학교 토목공학과) ;
  • 김영규 (강릉원주대학교 토목공학과) ;
  • 한승환 (한국도로공사 도로교통연구원) ;
  • 이승우 (강릉원주대학교 토목공학과)
  • Received : 2013.01.22
  • Accepted : 2013.03.12
  • Published : 2013.04.15

Abstract

PURPOSES : This study aimed to evaluate the feasibility of AASHTO86 design method for Bonded Concrete Overlay. METHODS : The Feasibility of AASHTO86 design method for Bonded Concrete Overlay is investigated based on the following study : i) Sensitivity analysis of designed service life of Bonded Concrete Overlay by major design input for AASHTO86 guide. ii) Comparison of actual Bonded Concrete Overlay life and predicted Bonded Concrete Overlay life by AASHTO86. iii) Finding the stress component influence the potential distress of Bonded Concrete Overlay based on 3-d FEM analysis. iv) Exploring the limitation of AASHTO86 in the aspect of design input. RESULTS : Sensitivity analysis showed that the condition of existing pavement significantly on the Bonded Concrete Overlay life. Also the overlay thickness affect the Bonded Concrete Overlay life. The comparison of actual Bonded Concrete Overlay life and predicted Bonded Concrete Overlay life showed relatively good agreement when the early distress sections are excluded in comparison. Bonding stress occurred at the interface may be larger than the bond strength used in the specification of Bonded Concrete Overlay construction. CONCLUSIONS : Bonded Concrete Overlay life predicted by the AASHTO86 may not be reliable. Number of points to improve the reliability in the design of Bonded Concrete Overlay are suggested in this study.

Keywords

References

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