Digital Particle Size Distribution for Fabric Quantification Using X-ray μ-CT Imaging

Author:

Valverde Sancho Ana Maria,Wijewickreme Dharma

Publisher

Springer International Publishing

Reference24 articles.

1. Bray, J.D., Sancio, R.B., Riemer, M.F., Durgunoglu, T.: Liquefaction susceptibility of fine-grained soils. In: Proceedings of the 11th International Conference on Soil Dynamics and Earthquake Engineering and 3d International Conference on Earthquake Geotechnical Engineering, pp. 655–662 (2004)

2. Idriss, I.M., Boulanger, R.W.: SPT-based liquefaction triggering procedures (2010)

3. Cubrinovski, M., Rhodes, A., Ntritsos, N., Van Ballegooy, S.: System response of liquefiable deposits. Soil Dyn. Earthq. Eng. 124(May 2018), 212–229 (2019)

4. Zlatovic, S., Ishihara, K.: Normalized behavior of very loose non-plastic soils: effects of fabric. Soils Found. 37(4), 47–56 (1997)

5. Høeg, K., Dyvik, R., Sandbækken, G.: Strength of undisturbed versus reconstituted silt and silty sand specimens. J. Geotech. Geoenviron. Eng. 126(7), 606–617 (2000)

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