A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
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.
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.
Soil structure interaction for overconsolidated clay model
Bajić Željko (author) / Santrač Petar (author)
2014
Article (Journal)
Electronic Resource
Unknown
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