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Finite element analysis of dynamically loaded circular foundations.
Date
1978
Author
Kocana, Rasim
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https://hdl.handle.net/11511/4933
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Graduate School of Natural and Applied Sciences, Thesis
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In this study, a series of laboratory model experiments carried on shallow foundations is intended to be simulated through numerical modeling. The laboratory model tests were conducted by Fukui et al. (2005), over square shaped, shallow surfacial foundations located over air-dried Toyoura sand. Tests included centered vertical and combined loading cases on sand with 60% and 80% relative densities. Plastic limit loads obtained from numerical analyses and available analytical solutions in literature are compa...
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R. Kocana, “Finite element analysis of dynamically loaded circular foundations.,” Middle East Technical University, 1978.