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Dec 1, 1999
Elastic Analysis of Buried Pipes under Surface Patch Loadings
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VIEW THE REPLYAuthors: Sydney Pang, N. S. M. Fernando, and J. P. CarterAuthor Affiliations
Publication: Journal of Geotechnical and Geoenvironmental Engineering
Volume 125, Issue 12
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References
1.
Bathe, K. J. (1982). Finite element procedures in engineering analysis. Prentice-Hall, Englewood Cliffs, N.J.
2.
Pang, S. ( 1989). “Soil-structure interaction in discontinous shear zones,” PhD thesis, Dept. of Civ. Engrg., Carleton University, Ottawa.
3.
Selvadurai, A. P. S., and Pang, S. (1988). “Non-linear effects in soil-pipeline interaction in a ground subsidence zone.” 6th Int. Conf. of Numer. Methods in Geomech., G. Swoboda, ed., Vol. 2, A. A. Balkema, Rotterdam, The Netherlands, 1085–1094.
4.
Zienkiewicz, O. C. (1979). The finite element method, 3rd Ed., McGraw-Hill, New York.
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Published online: Dec 1, 1999
Published in print: Dec 1999
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Authors
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Sydney Pang
Member, ASCE
N. S. M. Fernando
J. P. Carter
Sr. Geotech. Engr., Golder Assoc. Ltd., 2180 Meadowvale Blvd., Mississauga, ON, Canada L5N 5S3.
PhD Student, Dept. of Civ. Engrg., Univ. of Sydney, Sydney, NSW 2006, Australia.
Prof. and Head, Dept. of Civ. Engrg., Univ. of Sydney, Sydney, NSW 2006, Australia.
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