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JOURNAL OF FACULTY OF CIVIL ENGINEERING 26, 2014.y., pp. 77-83


SOIL STRUCTURE INTERACTION FOR OVERCONSOLIDATED CLAY MODEL
 
DOI: 10.14415/zbornikGFS26.09
UDC: 624.131.5 : 519.673
CC-BY-SA 4.0 license
Author : Bajić, Željko; Santrač, Petar
 
 Summary:
 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.
 
 Keywords:
 Interaction, mat foundation, overconsolidated clay