Art

J-GLOBAL ID：200902139226495380   Reference number：97A0129126

Consolidation Behavior of Clay Subjected to Temperature Effects at Secondary Compression Term.

二次圧密時に温度効果を受けた粘土の圧密特性

Author (3)： UE SHUNJI (徳山工高専) ,  FUJIWARA HARUO (徳山工高専) ,  KATSUMURA MASAKO (徳山工高専)
Material： 土木学会論文集  (Journal of Structural Mechanics and Earthquake Engineering)
Issue： 554  Page： 47-55  Publication year： Dec. 1996 
JST Material Number： F0028A  ISSN： 0289-7806  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： JAPANESE (JA)

Thesaurus term： secondary consolidation ,...

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

Reference (15)：

• BJERRUM, L. Engineeing geology of Norwegian normally consolidated marine clays as related to settlements of buildings. Geotechnique. 1967, 17, 2, 81-118
• MURAKAMI, Y. Excess pore-water pressure and preconsolidation effect developed in normally consolidated clays of some age. Soils and Foundations. 1979, 18, 4, 17-29
• MESRI, G. Excess pore water pressure during consolidation. Proc. 6th Asian Reg. Conf. SMFE. 1979, Vol.1, 151-154
• 半沢秀郎. 年代効果を受けた粘土の非排水強度特性. 土と基礎. 1982, 30, 12, 5-10
• YASUHARA, K. Increase in undraind shear strength due to secondary compression. Soils and Foundations. 1983, 23, 3, 50-64

Terms in the title (4)： 二次圧密 ,  温度効果 ,  粘土 ,  圧密特性