Open Access
Issue
E3S Web Conf.
Volume 677, 2025
The 3rd International Conference on Disaster Mitigation and Management (3rd ICDMM 2025)
Article Number 01010
Number of page(s) 8
Section Risk-Based Disaster Analysis for Regional Development and Spatial Planning
DOI https://doi.org/10.1051/e3sconf/202567701010
Published online 12 December 2025
  1. I. M. Idriss and R. W. Boulanger, Soil Liquefaction During Earthquakes, (Oakland: Earthquake Engineering Research Institute, 2008) [Google Scholar]
  2. S. L. Kramer, Geotechnical Earthquake Engineering, (New Jersey: Prentice-Hall, 1996) [Google Scholar]
  3. K. Terzhagi, R. B. Peck, and G. Mesri, Soil Mechanics in Engineering Practice, 3rd Edition, (New York: John Wiley and Sons, Inc., 1996) [Google Scholar]
  4. K. Ishihara, Stability of natural deposits during earthquakes, Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, 1, 321–376, (1985). https://www.issmge.org/uploads/publications/1/34/1 985_01_0007.pdf [Google Scholar]
  5. Tsuchida, H., Hayashi, S., and United States-Japan Cooperative Program in Natural Resources Panel on Wind and Seismic Effects, Estimation of liquefaction potential of sandy soils, (McGraw-Hill Company, 4, 91-109, 1971) [Google Scholar]
  6. C. P. Polito and J. R. M. II, Effects of Nonplastic Fines on the Liquefaction Resistance of Sands, Journal of Geotechnical and Geoenvironmental Engineering. 127(5), (May 2001). https://doi.org/10.1061/(ASCE)1090-0241(2001)127:5(408) [Google Scholar]
  7. T. Kokusho, Water Film in Liquefied Sand and Its Effect on Lateral Spread. J. Geotech. Geoenviron. Eng. 125(10), 817–826 (1999). https://doi.org/10.1061/(ASCE)1090-0241(1999)125:10(817) [Google Scholar]
  8. N. Ecemis, Experimental and Numerical Modeling on the Liquefaction Potential and Ground Settlement of Silt-interlayered Stratified Sands. Soil Dynamics and Earthquake Engineering. 144, 106691, (2021). https://doi.org/10.1016/j.soildyn.2021.106691 [Google Scholar]
  9. A. Jain, S. Mittal, S. K. Shukla, Energy-based Approach to Study Liquefaction Triggering in Homogeneous and Stratified Soils Under Consolidated Undrained Cyclic Loading, Engineering Geology. 321, (2023). https://doi.org/10.1016/j.enggeo.2023.107151 [Google Scholar]
  10. S. S. Park, S. W. Woo, T. N. Nguyen, and D. K. L. Tran, Effect of silt uniformity on the liquefaction resistance of sand–silt mixtures. Soils and Foundations. 64(5), (2024). https://doi.org/10.1016/j.sandf.2024.101507. [Google Scholar]
  11. H. B. Seed and I. M. Idriss, Simplified Procedure for Evaluating Soil Liquefaction Potential. J. Soil Mech. Found. Div. 97(9), 1249–1273, (1971). https://doi.org/10.1061/JSFEAQ.0001662 [CrossRef] [Google Scholar]
  12. W. D. L. Finn, D. J. Pickering, and P. L. Bransby, Sand Liquefaction in Triaxial and Simple Shear Tests, J. Soil Mech. Found. Div. 97(4), 639–659, (1971). https://doi.org/10.1061/JSFEAQ.000157 [Google Scholar]
  13. C. P. Polito, The Effect of Failure Criteria on Liquefaction and Pore Pressure Prediction in Non-Plastic Soils. Geotechnics. 5(2), 446–482, (2025). https://doi.org/10.3390/geotechnics5020027. [Google Scholar]
  14. J. Wu, A. M. Kammerer, M. F. Riemer, R. B. Seed, and J. M. Pestana, Laboratory study of liquefaction triggering criteria, in 13th World Conference on Earthquake Engineering, Vancouver, B.C., Canada (2004) [Google Scholar]
  15. Gardiner E., Stringer M., Cubrinovski M., Rees S., McGann S., Effect of pumice content on the undrained cyclic behaviour of pumiceous soil. Soils and Foundations. 65(3), (2025). https://doi.org/10.1016/j.sandf.2025.101629 [Google Scholar]

Current usage metrics show cumulative count of Article Views (full-text article views including HTML views, PDF and ePub downloads, according to the available data) and Abstracts Views on Vision4Press platform.

Data correspond to usage on the plateform after 2015. The current usage metrics is available 48-96 hours after online publication and is updated daily on week days.

Initial download of the metrics may take a while.