Soil structure interaction for overconsolidated clay model
This paper present the method of soil structure interaction, where the model of the soil is based on deformation parameters from oedometer test. The interaction equations is nonlinear and the method of direct substion is used to obtain the solution.
| Main Authors: | , |
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| Format: | Article |
| Language: | English |
| Published: |
Faculty of civil engineering, Subotica
2014-01-01
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| Series: | Zbornik Radova Građevinskog Fakulteta |
| Subjects: | |
| Online Access: | http://scindeks-clanci.ceon.rs/data/pdf/0352-6852/2014/0352-68521426077B.pdf |