DISCUSSIONS AND CLOSURES
Aug 1, 1987
Closure to “Lateral Force‐Displacement Response of Buried Pipe” by Charles H. Trautmann and Thomas D. O'Rourke (September, 1985, Vol. 111, No. 9)
This article is a reply.
VIEW THE ORIGINAL ARTICLEPublication: Journal of Geotechnical Engineering
Volume 113, Issue 8
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References
1.
Randolph, M. F., and Houlsby, G. T., “The Limiting Pressure on a Circular Pile Loaded Laterally in Cohesive Soil,” Geotechnique, Vol. 34, No. 4, Dec., 1984, pp. 613–623.
2.
Rowe, R. K., and Davis, E. H., “The Behaviour of Anchor Plates in Clay,” Geotechnique, Vol. 32, No. 1, Mar., 1982, pp. 9–23.
3.
Rowe, R. K., discussion of “Development of a Strain Measurement System for Soils and Its Application to Sand Around a Buried Pipe,” by N. Takagi, et al., Soils and Foundations, Vol. 24, No. 2, Jun., 1984, pp. 117–119.
4.
Takagi, N., et al., “Development of a Strain Measurement System for Soils and Its Application to Sand around Buried Pipe,” Soils and Foundations, Vol. 23, No. 3, Sep., 1983, pp. 65–78.
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Copyright © 1987 ASCE.
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Published online: Aug 1, 1987
Published in print: Aug 1987
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Charles H. Trautmann
Res. Assoc., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14853‐3501
Thomas D. O'Rourke, Members, ASCE
Assoc. Prof., School of Civ. and Envir. Engrg., Cornell Univ., Ithaca, NY 14853‐3501
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