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From Fig. 11 one may clearly notice that this angle changes with the increase of the effective depth of the footings, so for the footing F3 this angle amounts to around 35°, and for the footings with the greater effective depth, F2 and F1, the angle is approximately 45°.
Reinforcement deformations reached the yield point, or values near the yield point (reinforcement yield point for the footing F6 is ε ≅ 2.7‰ − 2700 microstrains, and for the footing F9 is ε ≅ 2.25‰ − 2250 microstrains).
Different load paths, involving monotonic or cyclic loading, were applied; several configurations for the footing of the foundation were tested.
Both the reinforcement and concrete deformations development can be divided into four phases, as is the case for the footing settlement.
For the footing F6 maximal settlement was recorded at the punching force of 440 kN, on the column stub, and it amounted 10.0 mm, and settlement of the footing corner was 4.0 mm.
However, for the footing problem, only the statistics (mean and standard deviation) of Eeff can be well approximated by a suitable spatial average, but the correlation is not strong.
Similar(51)
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