Previous achievements using the dynamic non-linear analysis of an interaction system are reviewed briefly, after which a three dimensional (3D) model of the stress redistribution of soil based on the Mohr-Coulomb failure law is presented to evaluate the unbalanced tensor at every iteration in the lo
✦ LIBER ✦
Three-dimensional analysis of single pile response to lateral soil movements
✍ Scribed by J. L. Pan; A. T. C. Goh; K. S. Wong; A. R. Selby
- Publisher
- John Wiley and Sons
- Year
- 2002
- Tongue
- English
- Weight
- 157 KB
- Volume
- 26
- Category
- Article
- ISSN
- 0363-9061
- DOI
- 10.1002/nag.218
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## Abstract The paper presents a three‐dimensional study on the steady‐state response of a track system and layered half‐space soil medium subjected to the load induced by the passages of a moving train with the substructure method. Practically, due to the ground water table being several meters be