Elastic analysis of buried pipes under surface patch loadings

Journal of Geotechnical and Geoenvironmental Engineering

Volumn 124, Issue 8, 1998, Pages 720-728

  Fernando, N S M ^a   Carter, J P ^a  

^a UNIVERSITY OF SYDNEY   (Australia)

Author keywords

[No Author keywords available]

Indexed keywords

APPROXIMATION THEORY; ELASTICITY; FINITE ELEMENT METHOD; FOURIER TRANSFORMS; MATHEMATICAL MODELS; PIPE; UNDERGROUND STRUCTURES;

BENDING MOMENTS; HOOP THRUSTS; SURFACE PATCH LOADINGS;

SOIL STRUCTURE INTERACTIONS;

LOADING; PIPE; SOIL-STRUCTURE INTERACTION;

LOADING; PIPE; SOIL/STRUCTURE INTERACTION;

EID: 0032144203     PISSN: 10900241     EISSN: None     Source Type: Journal    
DOI: 10.1061/(ASCE)1090-0241(1998)124:8(720)     Document Type: Article

References (6)

1. Carter, J. p., and Balaam, N. P. (1995). AFENA - a general finite element program for geotechnical engineering, School of Civil and Mining Engineering, University of Sydney, Sydney, Australia.
2. Fernando, N. S. M., Small, J. C., and Carter, J. P. (1996). "Elastic analysis of buried structures subject to three dimensional surface loadings." Int. J. Numer. and Analytical Methods in Geomech., 20, 331-349.
3. Katona, M. G., Meinhert, D. F., Orvillac, R., and Lee, C. H. (1979). "Structural evaluation of new concepts for long-span culverts and culvert installations." Rep. No. FHWA-RD-79-115, prepared for U.S. Federal Highway Administration, Washington, D.C.
4. Moore, I. D., and Brachman, R. W. I. (1994). "Three-dimensional analysis of flexible circular culverts." J. of Geotech. Engrg., ASCE, 120(10), 1829-1844.
5. Small, J. C., and Wong, H. K. W. (1988). "The use of integral transforms in solving three dimensional problems in geomechanics." Comp. and Geotechnics, 6, 99-216.
6. Zienkiewicz, O. C., and Taylor, R. L. (1977). The finite element method. McGraw-Hill Book Co., London, U.K.