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All issues Volume 544 (2024) E3S Web of Conf., 544 (2024) 14001 References
Open Access
Issue
E3S Web of Conf.
Volume 544, 2024
8th International Symposium on Deformation Characteristics of Geomaterials (IS-Porto 2023)
Article Number 14001
Number of page(s) 7
Section Behaviour, Characterization and Modelling of Various Geomaterials and Interfaces - Sensitive and Liquefiable Soils: Tailings and Other Highly Brittle Strain-Softening Soils
DOI https://doi.org/10.1051/e3sconf/202454414001
Published online 02 July 2024
  1. Berrill, J. B., & Davis, R. O. “Energy dissipation and seismic liquefaction of sands: revised model”. Soils and Foundations, 25(2), 106–118. 1985. [CrossRef] [Google Scholar]
  2. Chen, Y.M., Liu, H.L., Zhou, Y.D. “Analysis on flow characteristics of liquefied and post-liquefied sand”. Chinese Journal of Geotechnical Engineering 28(9): 1139–1143. 2006. [Google Scholar]
  3. Chen, Y., & Liu, H. 2011. “Simplified method of flow deformation induced by liquefied sands”. In Design, Construction, Rehabilitation, and Maintenance of Bridges (pp. 160–167). [Google Scholar]
  4. Chen G., Zhou E., Wang Z., Wang B., Li X. “Experimental study on fluid characteristics of medium dense saturated fine sand in pre- and post-liquefaction”. Bulletin of Earthquake Engineering 14(8): 2185–2212. 2016 [CrossRef] [Google Scholar]
  5. Chiaradonna, A., d’Onofrio, A., & Bilotta, E. “Assessment of post-liquefaction consolidation settlement”. Bulletin of Earthquake Engineering, 17(11), 5825–5848. 2019. [CrossRef] [Google Scholar]
  6. Graizer V. “Treasure Island geotechnical array—case study for site response analysis”. In Proceedings of the 4th IASPEI/IAEE international symposium: effects of surface geology on seismic motion, University of California Santa Barbara, California. 2011. [Google Scholar]
  7. Hamada, M., & Wakamatsu, K. “A study on ground displacement caused by soil liquefaction”. Proc. JpnSoc Civil Eng, 1998(596), 189–208. 1998. [Google Scholar]
  8. Hanks, T. C., & Brady, A. G. “The Loma Prieta earthquake, ground motion, and damage in Oakland, Treasure Island, and San Francisco”. Bulletin of the Seismological Society of America, 81(5), 2019-2047. 1991. [CrossRef] [Google Scholar]
  9. Hashash, Y.M.A., Musgrove, M.I., Harmon, J.A., Ilhan, O., Xing, G., Numanoglu, O., Groholski, D.R., Phillips, C.A., and Park, D. “ DEEPSOIL 7.0, User Manual”. Urbana, IL, Board of Trustees of University of Illinois at Urbana-Champaign. 2020. [Google Scholar]
  10. Hryciw, R. D., Shewbridge, S. E., Rollins, K. M., McHood, M., & Homolka, M. “Soil amplification at Treasure Island during the Loma Prieta earthquake”. 1991. [Google Scholar]
  11. Ishihara, K. “Liquefaction and flow failure during earthquakes”. Geotechnique, 43(3), 351–451. 1993. [CrossRef] [Google Scholar]
  12. Lirer, S., Chiaradonna, A., & Mele, L. “Soil liquefaction: from mechanisms to effects on the built environment”. Rivista Italiana di Geotecnica, 3, 2020. [Google Scholar]
  13. Lirer S. & Mele L. “On the apparent viscosity of granular soils during liquefaction tests”. Bulletin and Earthquake Engineering. 2019. https://doi.org/10.1007/s10518-019-00706-0 [Google Scholar]
  14. Mele, L. “An experimental study on the apparent viscosity of sandy soils: from liquefaction triggering to pseudo-plastic behaviour of liquefied sands”. Acta Geotechnica, 17(2), 463–481. 2022. https://doi.org/10.1007/s11440-021-01261-2 [CrossRef] [Google Scholar]
  15. Mele L., Tan Tian J., Lirer S., Flora A., Koseki J. “Liquefaction resistance of unsaturated sands: experimental evidence and theoretical interpretation”. Geotechnique. 2019. DOI: 10.1680/jgeot.18.p.042. [Google Scholar]
  16. Mele L., Lirer S., Flora A. “A simple procedure to calibrate a pore pressure energy-based model from in situ tests”. Acta Geotechnica. 2022. DOI:https://doi.org/10.1007/s11440-022-01650-1 [Google Scholar]
  17. Mele, L., Lirer, S., & Flora, A. “Liquefaction triggering of nonsaturated sandy soils”. Geotechnique Letters, 13(1), 1–6. 2023. DOI:https://doi.org/10.1680/jgele.22.00076 [Google Scholar]
  18. Nishimura, S., Towhata, I., & Honda, T. “Laboratory shear tests on viscous nature of liquefied sand”. Soils and Foundations, 42(4), 89–98. 2002. [CrossRef] [Google Scholar]
  19. Seed HB, Idriss IM “Soil moduli and damping factors for dynamic response analysis”. Report No EERC 70–10, University of California, Berkeley, California. 1970. [Google Scholar]
  20. Seed, H. B., & Idriss, I. M. “Simplified procedure for evaluating soil liquefaction potential”. Journal of Soil Mechanics & Foundations Div. 1971. [Google Scholar]
  21. Zhou, E. Q., Lv, C., Wang, Z. H., & Chen, G. X. “Fluid Characteristic of Saturated Sands under Cyclic Loading”. In Advances in Soil Dynamics and Foundation Engineering (pp. 178–186). 2014. [Google Scholar]

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