Art

J-GLOBAL ID：200902075693905860   Reference number：86A0454223

The analysis of failure of a normally consolidated clay foundation under embankment loading.

局部漸増載荷を受ける正規圧密粘土地盤の極限荷重に関する研究

Author (2)： ASAOKA A (Nagoya Univ.) ,  OHTSUKA S (Nagoya Univ.)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 26  Issue： 2  Page： 47-59  Publication year： Jun. 1986 
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： normal consolidation ,...

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JST classification (1)： Earth pressure,dynamic properties of soil,stress and deformations of ground  (RA03060A)

Reference (11)：

• 1) Asaoka, A. and Matsuo, M. (1984): "An inverse problem approach to the prediction of multi-dimensional consolidation behavior," Soils and Foundations, Vol. 24, No. 1, pp. 4962.
• 2) Asaoka, A. (1985): "Prediction of elasto-plastic consolidation behavior," Proc. of 11th San Francisco, Vol. 4, pp. 2159-2162.
• 3) Kobayashi, S., Lee, C.H. and Shah, S.N. (1973): "Analysis of rigid-plastic deformation by the matrix method," Plasticity and Forming, Vol. 14, No. 153, pp. 770-778 (in Japanese).
• 4) Ohta, H. and Iizuka, A. (1983): DACSAR F. E.M. Program Mannual, Dept. of Civil Engineering, Kyoto University.
• 5) Ohta, H., Nishihara, A. and Morita, Y. (1985): "Undrained stability of K₀-consolidated clays," Proc. of 11th ICSMFE, San Francisco, Vol. 1, pp.613-616.

Terms in the title (6)： 漸増 ,  載荷 ,  正規圧密 ,  粘土地盤 ,  極限荷重 ,  研究