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- W1971663886 abstract "Four representative types of drilled foundations (drilled shafts, augered cast-in-place piles, pressure-injected footings, and micropiles) are examined from the standpoint of axial capacity evaluation, generalized behavior, and normalized load-displacement response. As shown, the capacities can be computed rationally, taking into account the particular characteristics of each foundation type, and the results agree well with the interpreted failure load from field load tests. The interpreted failure load also is linked consistently and simply to the elastic limit and the conventional slope tangent methods for interpreting compression and uplift load test results. The displacements also exhibit consistent patterns of behavior in compression and uplift, at both the interpreted failure load and elastic limit. These results will be useful for better understanding axial foundation behavior over a range of drilled foundation types." @default.
- W1971663886 created "2016-06-24" @default.
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- W1971663886 date "2004-01-23" @default.
- W1971663886 modified "2023-09-26" @default.
- W1971663886 title "On the Axial Behavior of Drilled Foundations" @default.
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- W1971663886 doi "https://doi.org/10.1061/40713(2004)3" @default.
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