Soil-Structure Interaction Analysis of Longitudinal Uplift of Culverts
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 124, Issue 2
Abstract
In response to problems of corrugated metal pipe (CMP) culvert uplift failure caused by unbalanced inlet hydraulic loading, full-scale field testing and numerical analysis were carried out to develop a rational design methodology for CMP inlet tie-downs. This paper describes a series of uplift tests carried out on a 2.44 m diameter CMP under different backfill configurations and a two-dimensional approach to the analysis of the three-dimensional problem. This two-dimensional approach uses a longitudinal finite element bending analysis with equivalent soil resistance springs generated from plane strain analyses of transverse sections along the CMP length. Comparisons of the test results with the model indicate that the backfill plays a significant role in the uplift restraint process and that the three-dimensional problem may be effectively modeled by linking two-dimensional models. The analyses indicate that the backfill cohesion and stiffness have the greatest effect on the uplift resistance and that the resistance was less sensitive to the soil friction angle and the properties of the soil/CMP interface.
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References
1.
Abdel-Sayed, G., Bahkt, B., and Jaeger, L. G. (1994). Soil-steel bridges design and construction. McGraw-Hill, Inc., New York, N.Y.
2.
Austin, T. A., Lohnes, R. A., and Klaiber, F. W. (1990). “Investigation of uplift failures in flexible pipe culverts: final report.”ERI Proj. 3024, ISU-ERI-Ames-90227, Ames Engrg. Res. Inst., Iowa State Univ., Ames, Iowa.
3.
Coetzee, M. J., Hart, R. D., Varona, P. M., and Cundall, P. A. (1993). FLAC basics. Itasca Consulting Group, Minneapolis, Minn.
4.
De Salvo, G. J., and Swanson, J. A. (1985). ANSYS engineering analysis system user's manual, Vols. I and II. Swanson Analysis System, Inc., Houston, Tex.
5.
Duncan, J. M., Williams, G. W., Sehn, A. L., and Seed, R. B.(1991). “Estimation earth pressures due to compaction.”J. Geotech. Engrg., ASCE, 117(12), 1833–1847.
6.
Edgerton, R. C. (1960). “Culvert inlet failures—a case history.”Hwy. Res. Board Bull. 286, 13–21.
7.
Federal Highway Administration. (1974). “Pipe culvert inlet and outlet protection.”FHWA Notice N 5040.3, Washington D.C.
8.
Hafez, H., and Abdel-Sayed, G.(1983). “Finite element analysis of soil-steel structures.”Can. J. Civ. Engrg., Ottawa, Canada, 10, 287–294.
9.
Havens, B. T., Klaiber, F. W., Lohnes, R. A., and Zachary, L. W. (1995). “Longitudinal strength and stiffness of corrugated steel pipe.”Transp. Res. Rec. 1514, 1–9.
10.
Heilers, G. A. (1994). “Numerical analysis of soil response due to longitudinal uplift of corrugated metal pipe,” MS thesis, Iowa State Univ., Ames, Iowa.
11.
Katona, M. G.(1983). “A simple contact-friction interface element with applications to buried culverts.”Int. J. Numer. and Analytical Methods in Geomech., 7, 371–384.
12.
Katona, M. G. (1978). “Analysis of long-span culverts by the finite element method.”Transp. Res. Rec. 678, 59–66.
13.
Kjartanson, B. H., Lohnes, R. A., Klaiber, F. W., and McCurnin, B. T. (1995). “A full-scale field test of the uplift resistance of a corrugated metal pipe culvert.”Transp. Res. Rec. 1514, 74–82.
14.
Klaiber, F. W., Lohnes, R. A., Zachary, L. W., Austin, T. A., Havens, B. T., and McCurnin, B. T. (1993). “Design methodology for corrugated metal pipe tiedowns: Phase I.”Iowa DOT Proj. HR-332, ISU-ERI-Ames-93409, Ames Engrg. Res. Inst., Iowa State Univ., Ames, Iowa.
15.
Lefebvre, G., Laliberte, M., Lefebvre, L. M., Lafleur, J., and Fisher, C. L.(1976). “Measurement of soil arching above a large diameter flexible culvert.”Can. Geotech. J., Ottawa, Canada, 13(1), 58–71.
16.
Lohnes, R. A., Klaiber, F. W., Kjartanson, B. H., Austin, T. A., Heilers, G. A., Morgan, B. C., and Peiffer, E. A. (1995). “Design methodology for corrugated metal pipe tiedowns: Phase II.”Iowa DOT Proj. HR-362, ISU-ERI-Ames-96401, Ames Engrg. Res. Inst., Iowa State Univ., Ames, Iowa.
17.
Matyas, E. L., and Davis, J. B. (1983). “Prediction of vertical earth loads on rigid pipes.”J. Geotech. Engrg., ASCE, 109(2) 190–201.
18.
McCurnin, B. T. (1993). “Investigation of soil-structure interaction of corrugated metal pipe,” MS thesis, Iowa State Univ., Ames, Iowa.
19.
Moawad, A., McCorquondale, J. A., and Abdel-Sayed, G.(1995). “Hydraulic loading in culvert inlets.”Can J. Civ. Engrg., Ottawa, Canada, 22, 1104–1112.
20.
Moore, I. D., and Brachman, R. W.(1994). “Three-dimensional analysis of flexible circular culverts.”J. Geotech. Engrg., ASCE, 120(10), 1829–1844.
21.
Moore, I. D., and Hu, F. (1995). “Response of profiled HDPE pipe in hoop compression.”Transp. Res. Rec. 1514, 29–36.
22.
Morgan, B. C. (1995). “Design methodology for the prevention of longitudinal uplift of corrugated metal pipe,” MS thesis, Iowa State Univ., Ames, Iowa.
23.
Morgan, B. C., Lohnes, R. A., Klaiber, F. W., and Kjartanson, B. H. (1996). “Design methodology for preventing longitudinal uplift of corrugated metal pipe.”Transp. Res. Rec. 1541, 107–111.
24.
Moser, A. P. (1990). Buried pipe design. McGraw-Hill, Inc., New York, N.Y.
25.
Peiffer, E. A. (1995). “Numerical modeling of corrugated metal pipe uplift with soil-structure interaction,” MS thesis, Iowa State Univ., Ames, Iowa.
26.
Spangler, M. G. (1941). “The structural design of flexible pipe culverts.”Bull. 153, Iowa State Coll. Engrg. Experimental Station, Iowa.
27.
Trautman, C. H. O'Rourke, and T. D., and Kulhawy(1985). “Uplift force-displacement response of buried pipe.”J. Geotech. Engrg., ASCE, 111(9), 47–70.
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Copyright © 1998 American Society of Civil Engineers.
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Published online: Feb 1, 1998
Published in print: Feb 1998
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