International Journal of Highway Engineering (한국도로학회논문집)

Korean Society of Road Engineers (한국도로학회)
권호 표지
DOI QR코드

DOI QR Code

Analysis of Performance and Measurement of Water Contents for Road Substructures with an Infiltration Trench

침투도랑 인접도로 하부구조의 함수비 측정 및 공용성 분석

  • Received : 2016.10.13
  • Accepted : 2017.01.25
  • Published : 2017.02.15
Download PDF
⟨ Previous Next ⟩

Abstract

PURPOSES : This study mechanically analyzed the performance of road substructures with focus on infiltration trenches of pavement substructures. METHODS : Water contents and response times for precipitation of pavement substructures were investigated via sensors buried near the infiltration trench to measure water contents. RESULTS : The results of the water contents of pavement systems constructed with an infiltration trench yield levels that were slightly increased by approximately 2% compared to those measured from general pavement systems. This water content difference of 2% resulted in a decrease in service life of less than two years. CONCLUSIONS : Service life reduction due to an infiltration trench is minimal, particularly when the trench is installed with proper caution.

Keywords

References

  1. Foster, j., A. Lowe., S. Winkelman. (2011). "The Value of Green Infrastructure for Urban Climate Adaptation."The Center for Clean Air Policy.
  2. Huang, Y.H. (1993). Pavement Analysis Design 2nd.
  3. Hyun, K.H., Kim, J.G., Lee, J.M., Lee, E.Y., Kim, S.G., Choo, Y.W., and Yoo, J.E. (2012). "Installation Manual and Monitoring of LID - Decentralized Rainwater Management Facilities in Asan Tangjung."Land & Housing Institute, Daejeon.
  4. Hyun, K.H., Lee, J.-M., Jung, J.-S., and Lee, Y.-G. (2013). LID Applications and Standards in Korea's New City. In: 2013 International Low Impact Development Symposium, Saint Paul, Minnesota, USA.
  5. Jung, J.S., Hyun, K.H., Kim, I.T., Song, J.W. (2015). "The Finite Element analysis on Structural Stability of Road with Infiltration Trench."Journal of Korean Society of Water and Wastewater, Vol. 29, No. 1, pp. 107-122. https://doi.org/10.11001/jksww.2015.29.1.107
  6. Koo, Y.M., Jo, J.A., Kim, Y.D., Park, J.H. (2013). "A Study on Runoff Analysis of Urban Watershed by Hydrologic Infiltration Experiment of Permeable Pavement."Journal of the Korean Society of Civil Engineers, Vol. 33, No. 2, pp 559-571. https://doi.org/10.12652/Ksce.2013.33.2.559
  7. Kim, M.E., Jang, Y.S., Nam, C.H., Shin, H.S. (2015). "A Study on the Effectiveness Verification of Hydrological Cycle of Pervious Pavement Using LID Simulator."Journal of Korea Water Resour. Assoc. Vol. 48, No. 5, pp. 321-330. https://doi.org/10.3741/JKWRA.2015.48.5.321
  8. Lee, H., Jung, D.J., Kim, Y.B., Kim, Y.T. (2009) "An Experimental Study on the Analysis of Infiltration Capacity of the Permeable Block."Journal of KOSHAM, Vol. 9, No. 4, pp.99-106.
  9. Lee, J.Y., Maria C.M., Lee, S.Y., Kim, L.H. (2010). "Development of Infiltration System for Stormwater Management from Paved Area."Journal of Korea Wetland Society, Vol. 12, No. 3, pp. 165-175.
  10. Lee, S.H., Kim, J.W, Yoo. I.K. Kim, N.S. (2012). "Analysis on Runoff Reduction Effects of Detachable Permeable Block" Journal of KOSHAM, Vol. 12, No. 6, pp. 157-162.
  11. Moon, Y.I., Yoon, S.K., Kim, J.S., Ahn, J.H. (2006). "A Study on the Change of Runoff Characteristics due to the Urbanization." Conference of Korea Water Resources Association, May 18, pp. 730-734.
  12. Precious Eureka D.F., Marla C.M., Jevelyn Ann S.T., Lee, H.Y. (2015). "Evaluation on the Hydrologic Effects after Applying an Infiltration Trench and a Tree Box Filter as Low Impact Development (LID) Techniques."Journal of Korea Society on Water Environment, Vol. 31, No. 1, pp. 12-18. https://doi.org/10.15681/KSWE.2015.31.1.12
  13. US EPA 2007 (http://www.lowimpactdevelopment.org/index.html.)