A numerical short study of local ground deformation around statistically penetrated shaft
Author:
Affiliation:
1. Nagaoka University of Technology
2. Institute of Industrial Science
Publisher
The Japanese Geotechnical Society
Link
https://www.jstage.jst.go.jp/article/jgssp/10/57/10_v10.OS-46-01/_pdf
Reference9 articles.
1. 1) Cundall, P.A., Strack, O.D.L. (1979): A discrete numerical model for granular assemblies, Géotechnique, 29, 47–65. https://doi.org/10.1680/geot.1979.29.1.47
2. 2) Duan, N., Cheng, Y.P., Liu, J.W. (2018): DEM analysis of pile installation effect: comparing a bored and a driven pile, Granular Matter, 20, 36. https://doi.org/10.1007/s10035-018-0805-2
3. 3) Gianella, T.N., Stuedlein, A.W., Canivan, G.J. (2015): Densification of liquefiable soils using driven timber piles, Proceedings of 6th International Conference on Earthquake Geotechnical Engineering.
4. 4) Grabowski, A., Nitka, M., Tejchman, J. (2021): 3D DEM simulations of monotonic interface behaviour between cohesionless sand and rigid wall of different roughness, Acta Geotechnica, 16, 1001–1026. https://doi.org/10.1007/s11440-020-01085-6
5. 5) Lobo-Guerrero, S., Vallejo, L.E. (2005): DEM analysis of crushing around driven piles in granular materials, Géotechnique, 55, 617–623. https://doi.org/10.1680/geot.2005.55.8.617
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