Soil Response Against Oblique Motion of Pipes
Publication: Journal of Transportation Engineering
Volume 110, Issue 2
Abstract
The four principal directions of buried pipeline restraint are vertical‐ uplift, horizontal‐lateral, vertical‐bearing, and longitudinal‐axial. The remaining soil restraint categories out‐of‐plane with the primary directions are associated with oblique pipe motion. An analogy is made between restraint of buried inclined anchor plates and restraint of pipelines subjected to motion in the horizontal‐vertical (lateral‐uplift) direction. The behavior of soil restraint for inclined anchors is extended to buried circular pipes. Tentative design procedures are proposed to develop bilinear load‐displacement relationships for soil restraint of pipelines subjected to horizontal‐vertical motion.
Get full access to this article
View all available purchase options and get full access to this article.
References
1.
Audibert, J. M. E., Lai, N. W., and Bea, R. G., “Design of Pipelines to Resist Sea Floor Instabilities and Hydrodynamic Forces,” ASME Publication 78‐PET‐37, 1978.
2.
Audibert, J. M. E., and Nyman, K. J., “Soil Restraint Against Horizontal Motion of Pipes,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. GT10, Paper 13303, Oct., 1977, pp. 1119–1142.
3.
Caquot, A., and Kerisel, L., “Traite de Mecanique des Sols,” Gauthier‐Villars, Paris, France, 1949.
4.
Das, B. M., and Seeley, G. R., “Uplift Capacity of Shallow Inclined Anchors.”
5.
Das, B. M., and Seeley, G. R., “Load‐Displacement Relationship for Vertical Anchor Plates,” Journal of the Geotechnical Engineering Division, ASCE, Vol. 101, No. GT7, Paper 11402, July, 1975, pp. 711–715.
6.
Duncan, J. M., Chang, C. Y., “Nonlinear Analysis of Stress and Strain in Soils,” Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, Paper 7513, 1970, pp. 1629–1653.
7.
Esquivel‐Diaz, R. F., “Pullout Resistance of Deeply Buried Anchors in Sand,” thesis presented to Duke University, at Durham, S.C., in 1967, in partial fulfillment of the requirements for the degree of Master of Science.
8.
Giffels, W. C., Graham, R. E., and Mook, J. F., “Concrete Cylinder Anchors Proved for 345‐KV Tower Line,” Electrical World, Dec. 19, 1960, pp. 46–49.
9.
Hanna, T. H., Sparks, R., and Yilmaz, M., “Anchor Behavior in Sand,” Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, Vol. 98, No. SM11, Paper 9338, Nov., 1972, pp. 1187–1208.
10.
Harvey, R. C., and Burley, E., “Behaviour of Shallow Inclined Anchorages in Cohesionless Sand,” Ground Engineering, Vol. 6, No. 5, June, 1973, pp. 48–55.
11.
Kondner, R. L., “Hyperbolic Stress‐Straint Response: Cohesive Soils,” Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, Vol. 99, No. SM9, Paper 9980, Sept., 1973, pp. 669–685.
12.
Meyerhof, G. G., “Uplift Resistance of Inclined Anchors and Piles,” Proceedings, 8th International Conference on Soil Mechanics and Foundation Engineering, Vol. 2, Moscow, USSR, 1973, pp. 167–172.
13.
Rowe, R. K., Davis, E. H., “The Behaviour of Anchor Plates in Sand,” Geotechnique, Vol. 32, No. 1, 1982, pp. 1–41.
14.
Sokolovskii, V. V., “Statics of Granular Media,” Pergamon Press, London, England, 1965.
15.
Vesic, A. S., “Breakout Resistance of Objects Embedded in Ocean Bottom,” Journal of the Soil Mechanics and Foundation Engineering Division, ASCE, Vol. 97, No. SM9, pp. 1183–1205.
Information & Authors
Information
Published In
Journal of Transportation Engineering
Volume 110 • Issue 2 • March 1984
Pages: 190 - 202
Copyright
Copyright © 1984 ASCE.
History
Published online: Mar 1, 1984
Published in print: Mar 1984
Authors
Metrics & Citations
Metrics
Citations
Download citation
If you have the appropriate software installed, you can download article citation data to the citation manager of your choice. Simply select your manager software from the list below and click Download.