A new SPH-based approach to simulation of granular flows using viscous damping and stress regularisation-Reference-Cited by-同舟云学术

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A new SPH-based approach to simulation of granular flows using viscous damping and stress regularisation

Published:2016-02-25 Issue:1 Volume:14 Page:69-81
ISSN:1612-510X
Container-title:Landslides
language:en
Short-container-title:Landslides

Author:

Nguyen Cuong T.,Nguyen Chi T.,Bui Ha H.,Nguyen Giang D.,Fukagawa Ryoichi

Publisher

Springer Science and Business Media LLC

Subject

Geotechnical Engineering and Engineering Geology

Link

http://link.springer.com/content/pdf/10.1007/s10346-016-0681-y.pdf

Reference76 articles.

1. Artoni R, Santomaso AC, Gabrieli F, Tono D, Cola S (2014) Collapse of quasi-two-dimensional wet granular columns. Phys Rev E 87:032205 (2013)

2. Balmforth NJ, Kerswell RR (2005) Granular collapse in two dimensions. J Fluid Mech 538:399–428

3. Belytschko T, Krongauz Y, Dolbow J, Gerlach C (1998) On the completeness of meshfree particle methods. Int J Numer Methods Eng 43(5):785–819

4. Blanc T, Pastor M (2012) A stabilized Fractional Step, Runge Kutta Taylor SPH algorithm for coupled problems in geomechanics. Comput Methods Appl Mech Eng 221–222:41–53

5. Blanc T, Pastor M (2013) A stabilized Smoothed Particle Hydrodynamics, Taylor-Galerkin algorithm for soil dynamics problems. Int J Numer Anal Methods Geomech 37(1):1–30

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