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- W2505219497 abstract "This paper presents a first approximation of the elastic limit displacement of soil resistance to horizontally loaded piles. 37 field test data sets were consistently chosen from a vast database. Both mathematical and graphical approaches were adopted to interpret the elastic limit of soil resistance from the measured load-displacement curve. The data sets indicate that the mean value of the elastic limit displacement is 5% to 6% of the pile diameter, and its coefficient of variation is approximately 40% to 60%. A design horizontal threshold displacement can be also proposed as 2% to 4% of the pile diameter, considering the variation in elastic limit displacement." @default.
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- W2505219497 date "2009-06-01" @default.
- W2505219497 modified "2023-09-25" @default.
- W2505219497 title "Geotechnical criteria for serviceability limit state of horizontally loaded deep foundations" @default.
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- W2505219497 doi "https://doi.org/10.1201/9780203867310-22" @default.
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