DEM modeling of the effect of gravity on the onset and post-liquefaction characteristics in bi-axial test condition
Author:
Affiliation:
1. The University of Tokyo
2. Public Works Research Institute
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/30/10_v10.OS-19-06/_pdf
Reference14 articles.
1. 1) Hertz, H. R. (1882): Uber die Beruhrung fester elastischer Korper und Uber die Harte. Verhandlung des Vereins zur Beforderung des GewerbefleiBes, Berlin, 449 (in German).
2. 2) Ishibashi, I. and Capar, O. F. (2003): Anisotropy and its relation to liquefaction resistance of granular material. Soils and foundations, 43(5), 149-159.
3. 3) Koseki, J., Yoshida, T. and Sato, T. (2005): Liquefaction properties of Toyoura sand in cyclic tortional shear tests under low confining stress. Soils and Foundations, 45(5), 103-113.
4. 4) Morimoto, T., Otsubo, M. and Koseki, J. (2021): Microscopic investigation into liquefaction resistance of pre-sheared sand: Effects of particle shape and initial anisotropy. Soils and Foundations, 61(2), 335-351.
5. 5) Mindlin, R. D. (1949): Compliance of elastic bodies in contact. Journal of Applied Mechanics, 16(3), 259-268.
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1. Constant-volume cyclic bi-axial tests on assembly of metal rods with/without pre-shear histories;Japanese Geotechnical Society Special Publication;2024
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