Failure Mechanism of True 2D Granular Flows
Author:
Affiliation:
1. Department of Civil Engineering, Ritsumeikan University
2. Institute of Mechanics, Vietnam Academy of Science and Technology
3. Department of Civil Engineering, Monash University
Publisher
Society of Chemical Engineers, Japan
Subject
General Chemical Engineering,General Chemistry
Link
https://www.jstage.jst.go.jp/article/jcej/48/6/48_14we358/_pdf
Reference16 articles.
1. Balmforth, N. J. and R. R. Kerswell; “Granular Collapse in Two Dimensions,” J. Fluid Mech., 538, 399–428 (2005)
2. Bui, H. H., R. Fukagawa and K. Sako; “Smoothed Particle Hydrodynamics for Soil Mechanics,” Proceedings of the 6th European Conference on Numerical Methods in Geotechnical Engineering, pp. 278–281, Graz, Austria (2006)
3. Bui, H. H.; “Lagrangian Mesh-Free Particle Method (SPH) for Large Deformation and Post-Failure of Geomaterials Using Elasto-Plastic Soil Constitutive Models,” Ph.D. Thesis, Ritsumeikan University, Japan (2007)
4. Bui, H. H., R. Fukagawa, K. Sako and S. Ohno; “Lagrangian Mesh-Free Particles Method (SPH) for Large Deformation and Failure Flows of Geomaterial Using Elastic-Plastic Soil Constitutive Model,” Int. J. Numer. Anal. Methods Geomech., 32, 1537–1570 (2008a)
5. Bui, H. H., R. Fukagawa, K. Sako and J. C. Wells; “SPH-Based Numerical Simulations for Large Deformation of Geomaterial Considering Soil-Structure Interaction,” The 12th International Conference of International Association for Computer Methods and Advances in Geomechanics (IACMAG), pp. 570–578, Goa, India (2008b)
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