Art

J-GLOBAL ID：201602008673263257   Reference number：74A0302444

Stress-strain relationships of sand sbased on theMobilized plane.

モビライズド面に基づく砂の応力-ひずみ関係

Author (1)： MATSUOKA H
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 14  Issue： 2  Page： 47-61  Publication year： 1974 
JST Material Number： S0820A  ISSN： 0385-1621  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： 応力ひずみ特性 ,  砂質土 ,  三軸圧縮試験
Semi thesaurus term： タイレイタンシー

Reference (12)：

• 1) Ichihara, M. and Matsuzawa, H. (1970): "Experiments on shearing characteristics of dry sand under plane strain condition," Proc., JSCE, No.173, pp.47-59 (in Japanese).
• 2) Karube, D. and Tamai T.(1972): "Stress-strain relations during shear test," Proc., Annual Meeting of JSCE, (27th), III-41, pp.123-126 (in Japanese).
• 3) Ko, H.Y. and Scott, R.F. (1968): "Deformation of sand at failure," Proc., ASCE, Vol.94, No. SM4, pp.883-898.
• 4) Matsuoka, H.(1972): "The stress-strain relation of soils under shearing derived from a microscopic consideration," Annuals, Disaster Prevention Research Institute, Kyoto University, No. 15B, pp.499-511 (in Japanese).
• 5) Matsuoka, H.(1973): "Stress-strain relationship of soils under three different principal stresses," Annuals, Disaster Prevention Research Institute, Kyoto University, No.16B, pp.711-733 (in Japanese).

Terms in the title (2)： 砂 ,  応力-ひずみ関係