A rigorous analytical approach to predicting the load–settlement behavior of axially loaded piles embedded in sands incorporating the SANISAND model
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Subject
Earth and Planetary Sciences (miscellaneous),Geotechnical Engineering and Engineering Geology
Link
https://link.springer.com/content/pdf/10.1007/s11440-023-02074-1.pdf
Reference49 articles.
1. O’Neill MW (2001) Side resistance in piles and drilled shafts. J Geotech Geoenviron Eng 127(1):3–16
2. Randolph MF (2003) Science and empiricism in pile foundation design. Géotechnique 53(10):847–875
3. Fleming K, Weltman A, Randolph M, Elson K (2009) Pile engineering. Taylor and Francis, London
4. Rollins KM, Clayton RJ, Mikesell RC, Blaise BC (2005) Drilled shaft side friction in gravelly soils. J Geotech Geoenviron Eng 131(8):987–1003
5. Mascarucci Y, Miliziano S, Mandolini A (2016) 3M analytical method: evaluation of shaft friction of bored piles in sands. J Geotech Geoenviron Eng 142(3):04015086
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