Experiential and numerical investigation of the lateral bearing properties of drilled and post-grouted concrete pile and the its impact factors
Author:
Publisher
Springer Science and Business Media LLC
Subject
General Earth and Planetary Sciences,General Environmental Science
Link
https://link.springer.com/content/pdf/10.1007/s12517-022-09589-z.pdf
Reference27 articles.
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2. Choo YW, Kim DW (2016) Experimental development of the p-y relationship for large-diameter offshore monopiles in sands: centrifuge tests. J Geotech Geoenviron Eng 142(1):04015058. https://doi.org/10.1061/(ASCE)GT.1943-5606.0001373
3. Consoli NC, Reginato ND, Lopes LD, Rocha MM, Faro VP, Born RB (2021) The p-y response of laterally loaded flexible piles in residual soil. Geotech Geol Eng 39(6):4295–4313.https://doi.org/10.1007/s10706-021-01759-2
4. Du GY, Wang AH, L LY, Zhang DW (2018) Calculation approach for lateral bearing capacity of single precast concrete piles with improved soil surrounds. Adv Civ Eng 2018:5127927. https://doi.org/10.1155/2018/5127927
5. Fuentes W, Gil M, Rivillas G (2021) A p-y model for large diameter monopiles in sands subjected to lateral loading under static and long-term cyclic conditions. J Geotech Geoenviron Eng 147(2):04020164. https://doi.org/10.1061/(ASCE)GT.1943-5606.0002448
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