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- W2747618911 abstract "Introduction: The design of direct embedment pole foundations involves calculating the ultimate moment capacity and deflections/rotations of pole foundations at groundline. Methods: A theoretical model based on rigid piles is used as a basis for developing equations for the ultimate moment capacity of direct embedment pole foundation installed in granular soils. Results and Conclusion: The steps involved in the development are presented in this paper. Prototype test data are used to compare the predictions of the model and to validate the proposed method." @default.
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- W2747618911 date "2017-10-15" @default.
- W2747618911 modified "2023-10-05" @default.
- W2747618911 title "Design of Direct Embedment Foundations for Poles Under Moment Loads in Granular Soils" @default.
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- W2747618911 doi "https://doi.org/10.2174/1874149501711010748" @default.
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