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Theory, Resistance of a Drilled Shaft Footing to Overturning Loads
This is the first of a series of reports to be written concerned with the design of these footings. It shows in detail the theoretical development on which the subsequent reports will be based. The second report in this series will provide a comparison of the theory with model tests and the third report will present a "Tentative Design Procedure" for the practicing engineer charged with the design of signboard and pole structures.
Ten model tests of drilled shaft footings subjected to dynamic overturning loads were performed. Compared to the average size footing used for minor s...
A theory which will predict the ultimate resistance of a drilled shaft footing to overturning loads was presented in Research Report 105-1 and was cor...
Reported in this paper are the results of twenty-eight model tests of drilled shaft footings subjected to overturning horizontal loads. The models are...
Ten model tests of drilled shaft footings subjected to dynamic overturning loads were performed. Compared to the average size footing used for minor s...
Reported in this paper are the results of twenty-eight model tests of drilled shaft footings subjected to overturning horizontal loads. The models are...
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