Art

J-GLOBAL ID：200902182808765309   Reference number：99A0622461

Quantitative evaluation of mechanical properties of the natural rock joints for analyzing behavior of structures in discontinuous rock masses.

岩盤不連続体解析に必要とする不連続面の挙動特性の評価法

Author (3)： JIANG Y (長崎大 工) ,  NAKAGAWA MITSUO (CRC総合研) ,  ESAKI TETSURO (九大 工)
Material： 土木学会論文集  (Journal of Structural Mechanics and Earthquake Engineering)
Issue： 624  Page： 231-243  Publication year： Jun. 21, 1999 
JST Material Number： F0028A  ISSN： 0289-7806  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： JAPANESE (JA)

Thesaurus term： *rock mass ,...

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JST classification (1)： Mechanical properties of rocks  (HE02000H)

Reference (29)：

• CUNDALL, P. A. Distinct element models of rock and soil structure. Analytical and Computational Methods in Engineering Rock Mechanics. 1987, 129-163
• JING, L. Distinct element modelling of sublevel stoping. Proc. of 7th. Int. Cong. Rock Mech, Aachen. 1991, 741-746
• HART, R. D. Numerical analysis of explosion-induced fault motion. Proc. of 29th US Rock Mech. Symp. 1988
• KINASHI, H. Numerical study on reinforcement effect of cable bolt in discontinuous rock mass. Environmental and Safety Concerms in Underground Construction. 1997, 553-558
• ZHU, W. Numerical simulation and experimental study of excavation and anchoring support of underground chmbers in jointed rockmass. Environmental and Safety Concerms in Underground Construction. 1997, 565-570

Terms in the title (6)： 岩盤 ,  連続体 ,  解析 ,  不連続面 ,  挙動 ,  評価法