EFFECTS OF STRAIN SOFTENING AND STRENGTH SPATIAL VARIABILITY ON SLOPE FAILURE MOVEMENT BY MATERIAL POINT METHOD
Author:
Affiliation:
1. Dept. of Civil Eng., Kyushu University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/journalofjsce/12/2/12_23-15036/_pdf
Reference31 articles.
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3. 3) Li, C., Chen, G., Guo, L., et al. : Slope stability and post-failure analysis of soil-rock-mixture using the modified 2D DDA-SPH method, International Journal of Rock Mechanics and Mining Sciences., Vol. 157, pp. 105170, 2022.
4. 4) Abe, K., Soga, K., and Bandara, S. : Material point method for coupled hydromechanical problems, Journal of Geotechnical and Geoenvironmental Engineering., Vol. 140, No. 3, pp. 04013033, 2014.
5. 5) Dey, R., Hawlader, B. and Phillips, R. : Modeling of large-deformation behaviour of marine sensitive clays and its application to submarine slope stability analysis, Canadian Geotechnical Journal., Vol. 53, No. 7, pp. 1138-1155, 2016.
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