Experimental Study on Indentation Behavior of U-Type Section Steel Piling
Author:
Funder
National Research Foundation of Korea
Publisher
Springer Science and Business Media LLC
Link
https://link.springer.com/content/pdf/10.1007/s13296-023-00796-2.pdf
Reference13 articles.
1. Adinolfi, M., Rotta Loria, A. F., Laloui, L., & Aversa, S. (2021). Experimental and numerical investigation of the thermo-mechanical behaviour of an energy sheet pile wall. Geomechanics for Energy and the Environment, 25(100208), 100208. https://doi.org/10.1016/j.gete.2020.100208
2. Day, R. A., & Potts, D. M. (1993). Modelling sheet pile retaining walls. Computers and Geotechnics, 15(3), 125–143. https://doi.org/10.1016/0266-352x(93)90009-v
3. Doubrovsky, M. P., & Meshcheryakov, G. N. (2015). Physical modeling of sheet piles behavior to improve their numerical modeling and design. Soils and Foundations, 55(4), 691–702. https://doi.org/10.1016/j.sandf.2015.06.003
4. European Committee for Standardization (EN). (2023) Hot-rolled steel sheet piles-1: Technical delivery conditions (EN 10248–1:2023)
5. Fukumoto, Y., Yang, H., Hosoyamada, T., & Ohtsuka, S. (2021). 2-D coupled fluid-particle numerical analysis of seepage failure of saturated granular soils around an embedded sheet pile with no macroscopic assumptions. Computers and Geotechnics, 136(104234), 104234. https://doi.org/10.1016/j.compgeo.2021.104234
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