The dynamic behavior of calcareous sand under actual seismic loading
Author:
Funder
National Natural Science Foundation of China
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/s12517-022-10284-2.pdf
Reference24 articles.
1. Chau KT, Shen CY, Guo X (2009) Nonlinear seismic soil–pile–structure interactions: shaking table tests and FEM analyses. Soil Dyn Earthq Eng 29(2):300–310. https://doi.org/10.1016/j.soildyn.2008.02.004
2. Dong FF, Chen GX, Jin DD (2014) Comparison between one-dimensional equivalent linear and two-dimensional nonlinear analysis on seismic effect of Quanzhou basin. J Disast Preventi Mitigati Eng 34(2):154–160 (in Chinese)
3. Hancock J, Bommer JJ (2005) The effective number of cycles of earthquake ground motion. Earthquake Eng Struct Dynam 34(6):637–664. https://doi.org/10.1002/eqe.437
4. Hashash YM, Park D (2001) Non-linear one-dimensional seismic ground motion propagation in the Mississippi embayment. Eng Geol 62(1–3):185–206. https://doi.org/10.1016/S0013-7952(01)00061-8
5. Hu J, Xu C, Li Q, Xie L (2018) A preliminary study of seismic effects of typical island and reef. Soil Dyn Earthq Eng 38(6):18–25
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