Validation the applicability of the Type II generalized scaling law using DEM simulations
Author:
Affiliation:
1. Zhejiang University
2. Kyoto University
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/46/10_v10.OS-35-02/_pdf
Reference16 articles.
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2. 2) Dobry R, Abdoun T. (2015): Cyclic shear strain needed for liquefaction triggering and assessment of overburden pressure factor kσ, Journal of Geotechnical and Geoenvironmental Engineering, 141(11), 04015047. http://dx.doi.org/10.1061/(ASCE)GT.1943-5606.0001342.
3. 3) Guo N, Zhao JD. (2013): The signature of shear-induced anisotropy in granular media, Computers and Geotechnics, 47, 1-15. http://dx.doi.org/10.1016/j.compgeo.2012.07.002.
4. 4) Iai S, Sugano T. (1999): Soil-structure interaction studies through shaking table tests, Earthquake geotechnical engineering, 927-940.
5. 5) Iai S, Tobita T and Nakahara T. (2015): Generalized scaling relations for dynamic centrifuge tests, Géotechnique, 55(5), 355-362. http://dx.doi.org/10.1680/geot.2005.55.5.355.
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