Closure to “Lateral Pipe-Soil Interaction in Sand with Reference to Scale Effect” by P. J. Guo and D. F. E. Stolle
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Volume 132, Issue 10
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References
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Palmer, A. C., et al. (2003). “Uplift resistance of buried submarine pipelines: Comparison between centrifuge modeling and full-scale tests.” Geotechnique, 53(10), 877–883.
Scarpelli, G., and Wood, D. M. (1982). “Experimental observation of shear band patterns in direct shear test.” Proc., IUTAM Conference on Deformation and Failure of Granular Materials, Delft, The Netherlands, 473–484.
Stuit, H. G. (1995). “Sand in the geotechnical centrifuge.” Ph.D. thesis, Delft Technical Univ., Delft, The Netherlands.
Tatsuoka, F., Okahara, M., Tanaka, T., Tani, K., Morimoto, T., and Siddiquee, M. S. A. (1991). “Progressive failure and particle size effect in bearing capacity of a footing on sand.” Proc., ASCE Geotech. Eng. Congress, ASCE, New York, 788–802.
Viggiani, G., Kuntz, M., and Desrues, J. (2001). “An experimental investigation of the relationships between grain size distribution and shear banding in sand.” Continuous and discontinuous modeling of cohesine-frictional materials, P. A. Vermeer, S. Diebels, W. Ehlers, H. J. Hermann, S. Luding, and E. Ram, eds., Lecture Notes in Physics 568, Springer-Verlag, New York, 111–127.
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Journal of Geotechnical and Geoenvironmental Engineering
Volume 132 • Issue 10 • October 2006
Pages: 1372
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© 2006 ASCE.
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Published online: Oct 1, 2006
Published in print: Oct 2006
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