Field tests on behavior of the surrounding soil during helical piles installation in silty clay
Author:
Funder
National Natural Science Foundation of China
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s11440-024-02321-z.pdf
Reference43 articles.
1. Annicchini MM, Schiavon JA, Tsuha CHC (2022) Effects of installation advancement rate on helical pile helix behavior in very dense sand. Acta Geotech 18(5):1–17. https://doi.org/10.1007/s11440-022-01713-3
2. Bjerrum L, Johannessen IJ (1960) Pore pressure resulting from driving piles in soft clay. Conf. Pore Pressure Suction in Soil, 14–17, Sydney, Australia
3. Cao X, Kong G, Han C (2024) Feasibility assessment of implementing energy pile-based snowmelt system on a practical bridge deck in diverse climate conditions across China. Energy 290:130317. https://doi.org/10.1016/j.energy.2024.130317
4. Cerfontaine B, Knappett J, Brown MJ et al (2020) Optimised design of screw anchors in tension in sand for renewable energy applications. Ocean Eng 217:108010. https://doi.org/10.1016/j.oceaneng.2020.108010
5. Cerfontaine B, Brown MJ, Knappett JA et al (2023) Control of screw pile installation to optimise performance for offshore energy applications. Géotechnique 73(3):234–249. https://doi.org/10.1680/jgeot.21.00118
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