Art

J-GLOBAL ID：200902015551508543   Reference number：93A0155902

Prediction of clay behaviour in undrained and partially drained cyclic triaxial tests.

非排水・部分排水繰返し三軸試験における粘土の挙動

Author (3)： HYODO M (Yamaguchi Univ., Yamaguchi) ,  YASUHARA K (Ibaraki Univ., Ibaraki) ,  HIRAO K (Nishinippon Inst. Technology, Fukuoka)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 32  Issue： 4  Page： 117-127  Publication year： Dec. 1992 
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： clay ,...

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JST classification (1)： Soil compression,consolidation,shear strength,ground subsidence  (RA03050P)

Reference (19)：

• 1) Andersen, K.H. and R. Lauritzsen (1988): "Bearing capacity for foundations with cyclic loads," Journal of Geotech. Eng., Proc. ASCE, Vol.114, No.5, pp. 517-539.
• 2) Andersen, K.H., et al. (1989): "Model tests of gravity platforms, II: Interpretation," Journal of Geotech. Eng., Proc. ASCE, Vol.115, No.11, pp. 1550-1568.
• 3) Booker, J.R., Rahman, M.S. and Seed, H.B. (1976): GADFLEA. "A computer program for the analysis of pore pressures generation and dissipation during cyclic or earthquake loading," EERC 76-24, Univ. of California at Berkeley.
• 4) Eide, O. and K.H. Andersen (1984): "Foundation engineering for gravity structures in the Northern North Sea," NGI Pub., No. 154.
• 5) Henkel, D.J. (1970): "The role of waves in causing submarine landslides," Géotechnique, Vol.20, No. 1, pp. 75-80.

Terms in the title (5)： 非排水 ,  排水 ,  繰返し三軸試験 ,  粘土 ,  挙動