Art

J-GLOBAL ID：200902179669702479   Reference number：01A0508436

Relationship Between Grain Crushing and Excess Pore Pressure Generation by Sandy Soils in Ring-Shear Tests.

砂質土を用いたリングせん断試験における粒子破砕と過剰間隙水圧発生の関係

Author (2)： WANG F (Kanazawa Univ., Kanazawa) ,  SASSA K (Kyoto Univ., Kyoto)
Material： Journal of Natural Disaster Science  (JNDS)
Volume： 22  Issue： 2  Page： 87-96  Publication year： 2000 
JST Material Number： F0126B  ISSN： 0388-4090  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： landslide ,...

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JST classification (2)： Soil compression,consolidation,shear strength,ground subsidence  (RA03050P) ,  Natural disasters  (RA02030M)

Reference (18)：

• Bellotti, R., Benoit, J., Fretti, C. and M. Jamiolkowshi, 1997. Stiffness of Toyoura sand from dilatometer tests, ASCE Journal of Geotechnical and Geoenvironmental Engineering, 123(9), 836-846.
• Bishop, A. W., Green, G. E., Garga, V. K., Anderson, A. and J. D. Brown, 1971. A new ring shear apparatus and its application to the measurement of the residual strength, Géotechnique, 21(4), 273-328.
• Fukuoka, H., 1991. Variation of the friction angle of granular materials in the high-speed high-stress ring shear apparatus: influence of re-orientation, alignment and crushing of grains during shear, Disaster Prevention Research Institute Annuals, Kyoto University, 41(4), 243-279.
• Hutchinson, J. N. and R. K. Bhandari, 1971. Undrained loading, a fundamental mechanism of mudslide and other mass movements, Géotechnique, 21(4), 353-358.
• Ishihara, K., 1993. Liquefaction and flow failure during earthquakes, Géotechnique, 43(3), 351-415.

Terms in the title (4)： 砂質土 ,  リングせん断試験 ,  粒子破砕 ,  過剰間隙水圧