Browse > Article

Comparison of Saturated and Unsaturated Water Flows through Pavement Systems  

Lim, Yu-Jin (배재대학교 건설환경공학과)
Hue, Nguyen Tien (배재대학교 건설환경공학과)
Publication Information
Abstract
Most of the current drainage criteria have been developed on the basis of experimental field results and theoretical analyses of infiltration under saturated conditions. The objective of this study is to extend the understanding of pavement drainage systems by considering unsaturated condition in the sublayers. Analyses of unsaturated flows through pavements was performed by running finite element program(SEEP/W) with a range of pavement materials and drainage parameters. Meanwhile, the widely used DRIP program developed by FHWA is based on assumption of saturated condition of pavements. Differences between saturated and unsaturated condition in the sublayers of the pavements are verified. It is verified that for unsaturated conditions time to drain would take longer time compared to saturated condition.
Keywords
Pavement Drainage; Finite Element Analysis; Permeability; Unsaturated Flow; Soil Water Characteristic Curve; Infiltration;
Citations & Related Records
연도 인용수 순위
  • Reference
1 GEO-SLOPE (2001) SEEP/W Version 4.24. GEO-SLOPE International Ltd., Calgary
2 Tindall, J.A. and Kunkel, J.R. (1999) Unsaturated Zone Hydrology for Scientists and Engineers. Prentice Hall, New Jersey
3 Van Genuchten, M. T. (1980) A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Proc. Soil Sci. Soc. Amer., Vol. 44, pp. 892-898   DOI   ScienceOn
4 Vauclin, M., Khanji, D, Vachaud, G. (1979) Experiment and Numerical Study of a Tansient, Two-Dimensional Unsaturated-Saturated Water Table Recharge Problem. Water Resources Research, Vol. 15, No. 5, pp. 1089-1101   DOI   ScienceOn
5 Federal Highway Administration (1996) DRIP (Drainage Requirements in Pavements) Version 1.00. Federal Highway Administration, Washington, D.C.
6 American Association of State Highway and Transportation Officials (1998) AASHTO Guide for Design of Pavement Structures. Washington, D.C.
7 Barber, E.S. and Sawyer, C.L. (1952) Highway Subdrainage, Proceedings Highway Research Board, pp. 643-666
8 Casagrande, A. and Shannon W.L. (1952) Base Course Drainage for Airport Pavements, Proc. ASCE, Vol. 77, pp. 792-814
9 Ariza, P. and Birgisson, B. (2002) Evaluation of Water Flow through Pavement Systems Report MN-RC-2002-30. Minnesota Department of Transportation