Art

J-GLOBAL ID：200902004612039302   Reference number：90A0497170

Modified distinct element method simulation of dynamic cliff collapse.

改良DEMによる崖の地震時動的破壊解析

Author (2)： IWASHITA K (Saitama Univ., Saitama) ,  HAKUNO M (Univ. Tokyo, Tokyo)
Material： 土木学会論文集  (Journal of Structural Mechanics and Earthquake Engineering)
Issue： 416  Page： 145-154  Publication year： Apr. 1990 
JST Material Number： F0028A  ISSN： 0289-7806  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： slope failure ,...

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

Reference (7)：

• 1) Cundall, P. A.: A Computer Model for Simulating Progressive, Large Scale Movement in Blocky Rock Systems, Symp. ISRM, Nancy, France, Proc. 2, pp. 129-136, 1971.
• 2) Hakuno, M. and Hirao, T.: A Trial Related to Random Packing of Particle Assemblies, Proc. Japan Society of Civil Engineering, Vol. 219, pp. 53-63, 1973.
• 3) Kiyama, H. Fujimura, H. and Nishimura, T.: Theoretical Analysis of Fenner-Pacher-Like Characteristic Curves for Tunneling by Distinct Element Method, Proc. Japan Society of Civil Engineering, Vol. 394, pp. 37-44, 1988.
• 4) Kiyama, H. and Fujimura, H.: Analysis on Gravity Flow of Rock Granular Assemblies by Cundall Model, Proc. Japan Society of Civil Engineering, Vol. 333, pp. 137-146, 1983.
• 5) Uemura, D. and Hakuno, M.: Granular Assembly Simulation with Cundall's Model for the Dynamic Collapse of the Structural Foundation, Proc. Japan Society of Civil Engineering, Vol. 380, pp. 181-190, 1987.

Terms in the title (5)： DEM ,  崖 ,  地震 ,  動的破壊 ,  解析