An Optimized Elasto-Plastic Subgrade Reaction For Modeling The Response Of A Nonlinear Foundation For A Structural Analysis
Geotechnical and structural engineers are faced with a difficult task when their designs interact with each other. For complex projects, this is more the norm than the exception. In order to help bridge that gap, a method for modeling the behavior of a foundation using a simple elasto-plastic subgra...
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| Format: | Article |
| Language: | English |
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Sciendo
2015-09-01
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| Series: | Slovak Journal of Civil Engineering |
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| Online Access: | http://www.degruyter.com/view/j/sjce.2015.23.issue-3/sjce-2015-0014/sjce-2015-0014.xml?format=INT |