Art

J-GLOBAL ID：201002061882900861   Reference number：80A0040149

Excess pore-water pressure and preconsolidation effect developed in normally consolidated clays of some age.

経時正規圧密粘土に生じる過剰間げき水圧と予備圧密の影響

Author (1)： MURAKAMI Y (Yamanashi Univ.)
Material： Doshitsu Kogakukai Ronbun Hokokushu  (土質工学会論文報告集)
Volume： 19  Issue： 4  Page： 17-29  Publication year： 1979 
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： 正規圧密 ,...

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Reference (11)：

• 1) Bjerrum, L. (1967): "Engineering geology of normally consolidated marine clays as related to the settlement of buildings," Geotech., Vol.18, pp.83-118.
• 2) Hawley, J.G. and Borin, D.L. (1973): "A unified theory for the consolidation of clays," Proc., 8th Int. Conf. Soil Mech., Vol.1, pp.107-119.
• 3) Iyer, N.V. and Deoskar, S. R. (1969): "Quasi-preconsolidation effects and pore pressure dissipation during consolidation," Proc., 7th Int. Conf. Soil Mech., Vol.1, pp.311-315.
• 4) Leonards, G.A. and Girault, P. (1961): "A study of the one-dimensional consolidation tests," Proc., 5th Int. Conf. Soil Mech., Vol.1, pp.213-218.
• 5) Leonards, G.A. and Altschaeffl, A.G. (1964): "Compressibility of clay," Jour. ASCE, Vol.90, No.SM 5, pp.133-155.

Terms in the title (3)： 経時 ,  過剰間げき水圧 ,  圧密