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J-GLOBAL ID：200902235219936914   Reference number：03A0778066

NUMERICAL SIMULATION OF PROGRESSIVE FAILURE IN CUT SLOPE OF SOFT ROCK USING A SOIL-WATER COUPLED FINITE ELEMENT ANALYSIS

土・水連成有限要素解析を用いた軟岩掘削斜面の進行性破壊の数値シミュレーション

Author (5)： ZHANG F (Gifu Univ., Gifu, JPN) ,  YASHIMA A (Gifu Univ., Gifu, JPN) ,  OZAKI H (City of Nagoya, JPN) ,  ADACHI T (Geo-Res. Inst., Osaka, JPN) ,  OKA F (Kyoto Univ., Kyoto, JPN)
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 43  Issue： 5  Page： 119-131  Publication year： Oct. 15, 2003 
JST Material Number： S0820A  ISSN： 1341-7452  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： analytical model ,...

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JST classification (2)： Slope stability,deformation by excavating  (RA03070L) ,  Mechanical properties of rocks  (HE02000H)

Reference (16)：

• 1) Adachi, T., Oka, F., Yashima, A. and Zhang, F. (1991): Finite element analysis with strain-softening constitutive model, Proc. 7th Int. Conf. on Computer Methods and Advances in Geomechanics, (eds. by Beer et al.), Cairn, Balkema, 535-540.
• 2) Adachi, T., Oka, F. and Zhang, F. (1994): An elasto-viscoplastic constitutive model with strain softening and its application to the progressive failure of a cut slope, Material Instabilities: Theory and Applications, ASME, AMD-183/MD-50, 203-217.
• 3) Adachi, T. and Oka, F. (1995): An elasto-plastic constitutive model for soft rock with strain softening, Int. J. for Numerical and Analytical Method in Geomechanics, 19, 233-247.
• 4) Aifantis, E. C. (1984): On the microstructural origin of certain inelastic models, Trans. ASME, J. Mat. Eng. Tech., 106, 326-330.
• 5) Akai, K. and Tamura, T. (1978): Elastoplastic numerical analysis of soil-water coupled problem, J. of Japan Soci. of Civil Engrg., (269), 95-104 (in Japanese).

Terms in the title (7)： 土 ,  有限要素解析 ,  軟岩 ,  掘削 ,  斜面 ,  進行性破壊 ,  数値シミュレーション