참고문헌
- AASHTO LRFD. (2007). Bridge design specifications. 4th ed. Washington, D.C., AASHTO.
- AASHTO. (2002). Standard Specifications for Transportation Materials and Methods of Sampling and Testing. 22nd ed. Washington, D.C.
- ABAQUS. (2011). Standard User's Manual Version 6.11. Pawtucket, RI: Hibbit, Karlsson & Sorensen, Inc.
- American Water Works Association (AWWA). (2002). PVC Pipe - Design and Installation. AWWA Manual M23: 2nd Ed.
- Ardani, A., Mallela, J., and Wyatt, T. (2006). High Density Polyethylene Pipe Fill Height Table in Arizona. Final Report 621. Prepared for Arizona Department of Transportation.
- Arockiasamy, M., Chaallal, O., and Limpeteeprakarn, T. (2006). "Full-Scale Field Tests on Flexible Pipes under Live Load Application." Journal of Performance of Constructed Facilities, Vol. 20, No. 1, pp. 21-27. https://doi.org/10.1061/(ASCE)0887-3828(2006)20:1(21)
- Arockiasamy, M., Chaallal, O., Limpeteeprakarn, T., and Wang, T. (2004). Experimental and analytical evaluation of flexible pipes for culverts and storm sewers, Vol. III: Field experimental work and numerical analysis, Contract No. BC-775, Florida Department of Transportation.
- Duncan, J. M. and Chang, C. Y. (1970). "Nonlinear Analysis of Stress and Strain on Soils." Journal of Soil Mechanics and Foundation Division, Vol. 96 (SM5): pp. 1629-1653.
- FHWA broadens allowable pipe choices. (2006). CENEWS.com, http://www.cenews.com/news-fhwa_broadens_allowable_pipe_choices-110.html.
- Gabriel, L. H. and Goddard, J. R. (1999). "Curved-Beam Stiffness for Thermoplastic Gravity-Flow Drainage Pipes. In Transportation Research Record." Journal of the Transportation Research Board, No.1656, TRB, National Research Council, pp. 51-57.
- Gabriel, L. H. (2010). "The Complete Corrugated Polyethylene Pipe Design Manual and Installation Guide." Plastics Pipe Institute (PPI).
- Gassman, S. L., Schroeder, A. J., and Ray, R. P. (2005). "Field Performance of High Density Polyethylene Culvert Pipe." Journal of Transportation Engineering, Vol. 131, No. 2, pp. 160-167. https://doi.org/10.1061/(ASCE)0733-947X(2005)131:2(160)
- Goddard, J. B. (1994). Plastic Pipe Design. Technical Report 4. 103, ADS Specification Manual, Advanced Drainage systems, Inc., Columbus, OH.
- Jeyapalan, J. K. and Boldon, B. A. (1986). "Performance and Selection of Rigid and Flexible Pipes." Journal of Transportation Engineering, 112(5), pp. 507-524. https://doi.org/10.1061/(ASCE)0733-947X(1986)112:5(507)
- Kang, J. S., Han, T., Kang, Y. J., and Yoo, C. H. (2009). "Short-term and long-term behaviors of buried corrugated high-density polyethylene (HDPE) pipes." Composites: Part B, Vol. 40, pp. 404-412.
- Kang, J., Parker, F., and Yoo, C. (2007). "Soil-structure interaction and imperfect trench installations for deeply buried corrugated PVC pipes. In Transportation Research Record." Journal of the Transportation Research Board, No.2028, TRB, National Research Council, pp. 192-202.
- Kang, J., Stuart, S., and Davidson, J. (2013). "Analytical evaluation of maximum cover limits for thermoplastic pipes used in highway construction." Structure and Infrastructure Engineering, Vol. 9, No. 7, pp. 667-674. https://doi.org/10.1080/15732479.2011.604090
- Kang, J., Stuart, S., and Davidson, J. (2013). Analytical study of minimum cover requirements for thermoplastic pipes used in highway construction. Published online (DOI: 10.1080/15732479.2012.754478), Structure and Infrastructure Engineering, Jan 2013.
- Moser, A. P. (2001). Buried Pipe Design. 2nd ed. New York: McGraw-Hill,.
- NCHRP. (2008). Report 619: Modernize and Upgrade CANDE for Analysis and LRFD Design of Buried Structures. Washington, D.C., National Cooperative Highway Research Program, TRB.
- NCHRP. (2009). Report 631: Updated Test and Design Methods for Thermoplastic Drainage Pipe. Washington, D.C., National Cooperative Highway Research Program, TRB.
- Normann, J. M., Houghtalen, R. J., and Johnston,W. J. (2001). Hydraulic Design of Highway Culverts. 2nd ed. FHWA-NHI-01-020. HDS No. 5.
- Performance Pipe (PP). (2003). PE pressure water piping systems mechanical restraint and Poisson's effects. Technical Note 813-TN; Plano, Tex.
- Plastics Pipe Institute (PPI). (2003). Design service life of corrugated HDPE pipe. Technical Report TR-43; Irving, Tex.
- Sargand, S. M., Masada, T. White, K., and Altarawneh, B.(2002). "Profile-Wall High-Density Polyethylene Pipes 1050 mm in Diameter Under Deep Soil Cover: Comparisons of Field Performance Data and Analytical Predictions. In Transportation Research Record." Journal of the Transportation Research Board, No.1814, TRB, National Research Council, pp. 186-196.
- Selig, E. T. (1988). "Soil parameters for design of buried pipelines." Pipeline Infrastructure: Proceedings of the Pipeline Infrastructure Conference. New York: ASCE, pp. 99-116.
- Stuart, S. J. (2011). Evaluation of HDPE and PVC Pipes Used for Cross-drains in Highway Construction. Master's thesis, Dept. of Civil Engineering, Auburn Univ., Ala.
- Uni-Bell PVC Pipe Association. (2001). Handbook of PVC Pipe Design and Construction. 4th ed. Tex.
피인용 문헌
- 현장중심형 하수도용 연성관의 거동특성에 대한 고찰 - 다짐도·변형률·강성 간의 관계정립 - vol.4, pp.2, 2013, https://doi.org/10.11004/kosacs.2013.4.2.031