Limit Loads of Buried Pipelines in Inelastic Soil Medium
Author:
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%290733-9399%281993%29119%3A5%28938%29
Reference21 articles.
1. Brebbia C. A. Telles J. C. F. and Wrobel L. C. (1984). Boundary element techniques . Springer‐Verlag Berlin Germany 177–305.
2. Chen W. F. and Han D. J. (1988). Plasticity for structural engineers . Springer‐Verlag Inc. New York N.Y. 46–281.
3. Buckling of Soil-Surrounded Tubes
4. A study of stability of shallowly buried pipelines
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2. FEM and BEM in geomechanics: Foundations and soil-structure interaction — A bibliography (1992–1994);Finite Elements in Analysis and Design;1996-07
3. Numerical modelling for buckling of buried pipelines induced by compressive ground failure;Journal of the Chinese Institute of Engineers;1996-04
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