Cap Model Guided By Energy Conceptby Shoji E. Yamada, Staff Consultant; Terra Tek, Inc., Salt Lake City, Utah,
Ahmed S. Abou-Sayed, Staff Consultant; Terra Tek, Inc., Salt Lake City, Utah,
Serial Information: Journal of the Geotechnical Engineering Division, 1979, Vol. 105, Issue 2, Pg. 183-200
Document Type: Journal Paper
The mathematical equivalence between the cap model in general and the constant pseudo-complementary energy surface defined by the stress deviation from a certain hydrostatic stress state is shown. This hydrostatic stress is proportional to the so-called hardening parameter in other literature. Consequently, the determination of a material parameter (the aspect ratio of the elliptical cap) is reduced to the measurement of the unloading elastic constants. Based on this analysis, a simple experimental approach to determine the parameters required for the cap model to represent polyaxial behavior of soils and rocks is presented.
Subject Headings: Parameters (statistics) | Soil analysis | Hydrostatics | Hydrologic models | Mathematical models | Terrain models
Services: Buy this book/Buy this article
Return to search