Art

J-GLOBAL ID：200902046352778607   Reference number：84A0035554

Increase in undrained shear strength due to secondary compression.

二次圧密による非排水せん断強度の増加

Author (2)： YASUHARA K (Nishinippon Inst. Technology, Fukuoka-ken) ,  UE S (Tokuyama Technical Coll.)
Material： 土質工学会論文報告集  (Journal of the Japanese Society of Soil Mechanics and Foundation Engineering)
Volume： 23  Issue： 3  Page： 50-64  Publication year： Sep. 1983 
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： secondary consolidation ,...

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

Reference (20)：

• 1) Bjerrum, L. and Lo, K. Y.(1963): "Effect of aging on the shear strength properties of a normally-consolidated clay," Geotechnique, Vol.8, No. 2, pp.147-157.
• 2) Davis, E. H. and Raymond, G. P. (1965): "Nonlinear theory of consolidation of clay," Geotechnique, Vol.15, No.2, pp.161-173.
• 3) Hanzawa, H. and Kishida, T. (1981): "Fundamental considerations on undrained strength characteristics of alluvial marine clays," Soils and Foundations, Vol.21, No.1,pp.39-50.
• 4) Hvorslev, H. J. (1960): "Physical components of shear strength of cohesive soils," Proc. Research Conf. Shear Strength of Cohesive Soils, ASCE, pp. 169-273.
• 5) Inada, M. and Akaishi, M. (1981): "The analysis of the one-dimensional consolidation taking account of a dilatancy," Proc. JSSMFE, Vol. 20, No. 2, pp. 119-127 (in Japanese).

Terms in the title (2)： 二次圧密 ,  非排水せん断強度