Discussion of “Lateral Force‐Displacement Response of Buried Pipe” by Charles H. Trautmann and Thomas D. O'Rourke (September, 1985, Vol. 111, No. 9)
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References
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Davis, E. H., “Theories of Plasticity and Failure of Soil Masses,” Soil Mechanics, Selected Topics, I. K. Lee, Ed., Butterworths, London, England, 1968.
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Dickin, E. A., and King, G. J. W., “The Behaviour of Hyperbolic Stress‐Strain Models in Triaxial and Plane Strain Compression,” International Symposium on Numerical Models in Geomechanics, Zurich, Switzerland, Sep., 1982, pp. 303–311.
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Duncan, J. M., and Chang, C. Y., “Non‐Linear Analysis of Stress and Strain in Soils,” Journal of the Soil Mechanics and Foundation Division, ASCE, Vol. 96, No. 5, May, 1970, pp. 1629–1653.
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Rowe, P. W., “The Relationship between the Shear Strength of Sands in Triaxial Compression, Plane Strain and Direct Shear,” Geotechnique, Vol. 19, No. 1, London, England, 1969, pp. 75–86.
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Rowe, P. W., “Progressive Failure and Strength of a Sand Mass,” Proc., 7th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, Mexico, 1969, pp. 341–349.
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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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