Experimental Behavior of Single Pile with Large Mass in Dry Medium Sand Under Centrifuge Shaking Table Test
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Publisher
Springer International Publishing
Link
https://link.springer.com/content/pdf/10.1007/978-3-031-11898-2_91
Reference10 articles.
1. Liu, J., Wan, Z., Dai, X., Jeng, D., Zhao, Y.: Experimental study on whole wind power structure with innovative open-ended pile foundation under long-term horizontal loading. Sensors (Basel), 20(18) (2020)
2. Goit, C.S., Saitoh, M., Igarashi, T., Sasaki, S.: Inclined single piles under vertical loadings in cohesionless soil. Acta Geotech. 16(4), 1231–1245 (2020). https://doi.org/10.1007/s11440-020-01074-9
3. Chatterjee, K., Choudhury, D., Rao, V.D., Poulos, H.G.: Seismic response of single piles in liquefiable soil considering P-delta effect. Bull. Earthq. Eng. 17(6), 2935–2961 (2019). https://doi.org/10.1007/s10518-019-00588-2
4. Durante, M.G., Di Sarno, L., Mylonakis, G., Taylor, C.A., Simonelli, A.L.: Soil-pile-structure interaction: experimental outcomes from shaking table tests. Earthq. Eng. Struct. D 45(7), 1041–1061 (2016)
5. Saeedi, M., Dehestani, M., Shooshpasha, I., Ghasemi, G., Saeedi, B.: Numerical analysis of pile-soil system under seismic liquefaction. Eng. Fail Anal. 94, 96–108 (2018)
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