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- W2139215026 abstract "The behavior of three shallow, drilled, cast-in-place and backfilled concrete pedestal foundations installed in clay and tested in axial uplift was investigated. The pedestals had a base diameter of 2 ft. and a shaft diameter of 10 in. and were installed to a depth of 6 ft. in a stiff clay fill. Initially, native soil excavated from the holes was used for the backfill but was placed using different compactive effort to give a wide range of construction quality that might be encountered in practice. After initial uplift load tests were completed, the clay backfill was removed and a well-graded sand backfill was placed, again at different compactive effort to evaluate the influence of both backfill type and quality on behavior. The results demonstrate that backfill placement has a pronounced effect on the load-displacement behavior and ultimate capacity of shallow pedestal foundations in uplift." @default.
- W2139215026 created "2016-06-24" @default.
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- W2139215026 date "2015-03-17" @default.
- W2139215026 modified "2023-09-23" @default.
- W2139215026 title "Uplift Tests on Shallow Cast-in-Place Enlarged Base Pedestal Foundations in Clay" @default.
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- W2139215026 doi "https://doi.org/10.1061/9780784479087.075" @default.
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