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Publikováno v:
Soil Mechanics and Foundation Engineering. 40:215-219
A solution is given for determination of the stresses in a foundation bed, which is represented by a linearly deformable half space and intended for foundations with circular or square lower surfaces extending beyond the limits of the loaded area. Ex
Publikováno v:
Soil Mechanics & Foundation Engineering. Nov2004, Vol. 40 Issue 6, p215-219. 5p.