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Publikováno v:
In Scientia Iranica June 2013 20(3):397-405
Publikováno v:
Scientia Iranica. (3):397-405
In the present paper, Mindlin’s solutions are used (Mindlin, 1936) [1] to estimate the load–displacement relationship for a circular foundation for ground anchors. Constant, linearly and parabolically varied anchor loads are applied to the founda