Art

J-GLOBAL ID：200902183926632395   Reference number：98A0611150

A Deformation Analysis of Deep Foundation Under Embankment Using an Elasto-viscoplastic Model.

弾粘塑性モデルによる大規模盛土基礎地盤の変形解析

Author (2)： KAMEI T (Shimane Univ.) ,  SAKAJO S (Kiso-Jiban Consultants Co., Ltd.)
Material： 応用地質  (Engineering Geology)
Volume： 39  Issue： 2  Page： 183-192  Publication year： Jun. 1998 
JST Material Number： G0269B  ISSN： 0286-7737  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *consistency limit ,...
Semi thesaurus term： 土層断面

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

Reference (19)：

• DUNCAN, J. M. The role of advanced constitutive relations in practical applications. Proceedings of 13th International Conference on Soil Mechanics and Foundation Engineering. 1994, 5, 31-48
• SEKIGUCHI, H. Rheological characteristics of clays. Proceedings of 9th International Conference on Soil Mechanics Foundation Engineering. 1977, 1, 289-292
• SEKIGUCHI, H. Induced anisotropy and time dependency in clays. Proceedings of 9th International Conference on Soil Mechanics and Foundation Engineering, Specialty session 9. 1977, 229-239
• OHTA, H. Constitutive equations considering anisotropy and stress relation in clay. Proceedings of 3rd International Conference on Numerical Method in Geomechanics. 1979, 1, 475-484
• Technical Committee on Mechanics of Granular Materials. Mechanics of granular materials. 1993, 220-225

Terms in the title (5)： 弾粘塑性 ,  モデル ,  大規模 ,  盛土基礎地盤 ,  変形解析