Soil restraint against oblique motion of pipelines in sand

Canadian Geotechnical Journal

Volumn 33, Issue 1, 1996, Pages 180-188

  Hsu, Tung Wen ^a  

^a NATIONAL CHUNG HSING UNIVERSITY   (Taiwan)

Author keywords

Oblique motion; Pipelines; Sand; Soil restraint

Indexed keywords

OBLIQUE MOTION; PIPELINE; SAND; SOIL/STRUCTURE INTERACTION;

EID: 0029767349     PISSN: 00083674     EISSN: None     Source Type: Journal    
DOI: 10.1139/t96-034     Document Type: Article

References (17)

1. Audibert, J.M.E., and Nyman, K.J. 1977. Soil restraint against horizontal motion of pipes. Journal of the Geotechnical Engineering Division, ASCE, 103: 1119-1142.
2. Das, B.M., and Seeley, G.R. 1975a. Passive resistance of inclined anchors in sand. Journal of the Geotechnical Engineering Division, ASCE, 101: 353-356.
3. Das, B.M., and Seeley, G.R. 1975b. Load-displacement relationship for vertical anchor plates. Journal of the Geotechnical Engineering Division, ASCE, 101: 711-715.
4. Das, B.M., and Seeley, G.R. 1975c. Inclined load resistance of anchors in sand. Journal of the Geotechnical Engineering Division, ASCE, 101: 995-998.
5. Dickin, E.A. 1994. Uplift resistance of buried pipelines in sand. Soils and Foundations, 34: 41-48.
6. Dickin, E.A., and Leung, C.F. 1990. Performance of piles with enlarged bases subject to uplift forces. Canadian Geotechnical Journal, 27: 546-556.
7. Frydman, S., and Shaham, I. 1989. Pullout capacity of slab anchors in sand. Canadian Geotechnical Journal, 26: 385-400.
8. Geddes, J.D., and Murray, E.J. 1991. Passive inclined anchorages in sand. Journal of the Geotechnical Engineering Division, ASCE, 117: 810-814.
9. Hsu, T.W. 1993. Rate effect on lateral soil restraint of pipelines. Soils and Foundations, 33: 159-169.
10. Kondner, R.L. 1963. Hyperbolic stress-strain response: cohesive soils. Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, 89: 115-143.
11. Lambe, T.W., and Whitman, R.V. 1969. Soil mechanics. John Wiley & Sons, New York, pp. 137-150.
12. Meyerhof, G.G. 1973. Uplift resistance of inclined anchors and piles. Proceedings, 8th International Conference on Soil Mechanics and Foundation Engineering, Moscow, Vol. 2, pp. 167-172.
13. Meyerhof, G.G., and Adams, J.I. 1968. The ultimate uplift capacity of foundations. Canadian Geotechnical Journal, 5: 224-244.
14. Murray, E.J., and Geddes, J.D. 1989. Resistance of passive inclined anchors in cohesionless medium. Géotechnique, 39: 417-431.
15. Nyman, K.J. 1984. Soil response against oblique motion of pipes. Journal of Transportation Engineering, ASCE, 110: 190-202.
16. Trautmann, C.H., O'Rourke, T.D., and Kulhawy, F.H. 1985. Uplift force-displacement response of buried pipe. Journal of Geotechnical Engineering, ASCE, 111: 1061-1076.
17. Vesic, A.S. 1971. Breakout resistance of objects embedded in ocean bottom. Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, 97: 1183-1205.