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- W3157875512 abstract "In case of long piles used to support fixed offshore platforms, load in lateral direction is often a major component of design loads significantly influencing their design. Generally, American Petroleum Institute (API) recommendations are followed for design of piles for platforms in Indian offshore. In case of soft clay, API RP 2GEO [1] recommendation for generating lateral soil resistance-displacement (p–y) data is based on the procedure given by Matlock [2]. However, for clays, where undrained shear strength (su) is more than 100 kPa and p–y procedure for stiff clay is recommended to be followed, and relevant API codes have generally referred to the p–y procedure given by Reese et al. [3]. Problems are sometimes encountered in analysis when stiff clay occurs near the seafloor and the procedure for p–y data given by Reese et al. [3] is applied. Therefore, a comparative study was carried out by applying both these p–y procedures in stiff clays to examine the influence of the procedures on design of piles. Cyclic p–y data were generated in line with offshore loading environment. Comparative results show that the influence of the p–y procedures is significant, especially when the pile’s lateral displacement normalized with pile diameter crosses certain limits." @default.
- W3157875512 created "2021-05-10" @default.
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- W3157875512 date "2021-01-01" @default.
- W3157875512 modified "2023-09-23" @default.
- W3157875512 title "Influence of API p–y Procedures on Design of Offshore Piles in Clay" @default.
- W3157875512 cites W2018183154 @default.
- W3157875512 cites W2045253454 @default.
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- W3157875512 doi "https://doi.org/10.1007/978-981-33-6370-0_53" @default.
- W3157875512 hasPublicationYear "2021" @default.
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