1 |
Lee, D-S, Sang, H-K, and Kim, K-Y (2002), "Behavior of underground flexible pipes subject to vehicle load", Journal of the Korean Geotechnical Society, Vol.18, No.4, pp.65-73. (in Korean)
과학기술학회마을
|
2 |
ABAQUS User's Manual Version 6.8 (2008), Hibbt, Karlsson & Sorenson, Inc., Pawtucket, R. I.
|
3 |
Duncan, J. M. and Chang, C. Y. (1970), "Nonlinear analysis of stress and strain in soils", Journal of Soil Mechanics and Foundation Division, ASCE, Vol.96, SM 5, pp.1629-1653.
|
4 |
Im, S., Ban, H., Kim, Y., and Park, S. (2012), "Comparison between a 3-D finite element pavement model and the Mechanistic-Empirical Pavement Design Guide for asphalt pavements", Advances in Transportation Geotechnics II, 2nd InternationalConferenceonTransportation Geotechnics, pp.704-709.
|
5 |
Lee, J. and Fenves, G. L. (1998), "Plastic-damage model for cyclic loading of concrete structures", Journal of Engineering Mechanics, Vol.124, No.8, pp.892-900.
DOI
ScienceOn
|
6 |
Liedberg, S. (1991), Earth pressure distribution against rigid pipes under various bedding condition, Ph. D. Thesis, Chalmers University of Technology, Goteborg, Sweden.
|
7 |
Lubliner, J., Oliver, J., Oller, S., and Onat, E. (1989), "A plasticdamage model for concrete", International Journal of Solids Structures, Vol.25, No.3, pp.299-326.
DOI
ScienceOn
|
8 |
Marston, A. and Anderson, A. O. (1913), The theory of loads on pipes in ditches and tests of cement and clay drain tile and sewer pipe, Bulletin 31, Iowa State College.
|
9 |
McGrath, T. J. (1998), Pipe-soil interactions during backfill placements, Ph. D. Thesis, University of Massachusetts, Amherst, MA.
|
10 |
Mohardb, M., Kulak, G. L., Elwi, A., and Murry, D. W. (2001), "Testing and analysis of steel pipe segments", Journal of Transportation Engineering, ASCE, Vol.127, No.5, pp.408-417.
DOI
ScienceOn
|
11 |
Pettibone, C. H. and Amster, K. H. (1967), "Distribution of soil pressure on concrete pipe", Journal of Pipeline Division, ASCE, Vol.93, No.2, pp.85-102.
|
12 |
Potts, D. M. and Zdravkovic, L. (1999), Finite element analysis for geotechnical engineering: theory and applications, Thomas Telford limited.
|
13 |
Sargand, S. M. and Hazen, G. A. (1998), Field verification of standard installation (SIDD) method for concrete pipe, Ohio University, Ohio Research Institute for Transportation and the Environment, Civil Engineering Department.
|
14 |
Shmulevich, I., Galili, N., and Foux, A. (1985), "Soil stress distribution around buried pipe", Journal of Transportation Engineering, ASCE, Vol.112, No.5, pp.481-493.
|
15 |
Spangler, M. G. (1941), The design of flexible pipe culvert, Bulletin 153, Iowa State College.
|
16 |
Todeschini, C. E. Bianchini, A. C., and Kesler, C. E. (1964), "Behavior of concrete columns reinforced with high strength steels", ACI Journal, Proceeding, Vol.61, No.5, pp.710-716.
|
17 |
Zarghamee, M. S. and Fok, K. L. (1990), "Analysis of prestressed concrete pipe under combined loads", Journal of Structural Engineering, ASCE, Vol.116, No.7, pp.2022-2039.
DOI
|