Art

J-GLOBAL ID：201502267632790371   Reference number：15A0690407

Slope stability analysis using smoothed particle hydrodynamics (SPH) method

平滑化粒子流体力学法(SPH)を用いた斜面安定解析

Author (4)： NONOYAMA Hideto (Nagoya Univ., Nagoya, JPN) ,  MORIGUCHI Shuji (Tohoku Univ., Tohoku, JPN) ,  SAWADA Kazuhide (Gifu Univ., Gifu, JPN) ,  YASHIMA Atsushi (Gifu Univ., Gifu, JPN)
Material： Soils and Foundations (Web)
Volume： 55  Issue： 2  Page： 458-470  Publication year： Apr. 2015 
JST Material Number： U2456A  ISSN： 0038-0806  Document type： Article
Article type： 原著論文  Country of issue： Netherlands (NLD)  Language： ENGLISH (EN)

Thesaurus term： *stability analysis ,  *computational fluid dynamics ,  *numerical solution ,  Lagrange equation ,  safety factor(magnetic field configuration) ,  constituted model ,  derivative ,  direct shear test ,  slip(mechanics)
Semi thesaurus term： *mesh free method ,  circular slip ,  空間導関数 ,  *slope stability analysis ,  simple shearing test ,  弾塑性構成モデル ,  *smoothed particle hydrodynamics

JST classification (1)： Slope stability,deformation by excavating  (RA03070L)

Reference (31)：

• Balsara, D.S., 1995. von Neumann stability analysis of smoothed particle hydrodynamics-suggestions for optional algorithms. J. Comput. Phys. 121, 357-372.
• Bui, H.H., 2007. Lagrangian Mesh-free Particle Method (SPH) for Large Deformation and Post-failure of Geomaterial using Elasto-plastic Constitutive Models Ph.D. Dissertation. Ritsumeikan University, Japan, 170.
• Bui, H.H., Fukagawa, R., Sako, K., Wells, J.C., 2011. Slope stability analysis and discontinuous slope failure simulation by elasto-plastic smoothed particle hydrodynamics (SPH). Geotechnique 61 (7), 565-574.
• Chen, W.F., Mizuno, E., 1990. Nonlinear Analysis in Soil Mechanics: Theory and Implementation, Developments in Geotechnical Engineering. vol. 53. Elsevier Science Publishers B.V.
• Cundall, P.A., Strack, O.D.L., 1979. A discrete numerical model for granular assemblies. Geotechnique 29 (1), 47-65.

Terms in the title (3)： 平滑化粒子流体力学 ,  SPH ,  斜面安定解析