Art

J-GLOBAL ID：200902128031843438   Reference number：02A0401664

Time-Dependent Shear Deformation Characteristics of Sand and Their Constitutive Modelling.

砂の時間依存性せん断変形特性とその構成モデル

Author (3)： DI BENEDETTO H (Ecole Nationale des Travaux Publics de l’Etat, FRA) ,  TATSUOKA F (Univ. Tokyo, JPN) ,  ISHIHARA M (Univ. Tokyo, JPN)
Material： 地盤工学会論文報告集  (Journal of the Japanese Geotechnical Society of Soils and Foundations)
Volume： 42  Issue： 2  Page： 1-22  Publication year： Apr. 15, 2002 
JST Material Number： S0820A  ISSN： 1341-7452  Document type： Article
Article type： 原著論文  Country of issue： Japan (JPN)  Language： ENGLISH (EN)

Thesaurus term： *sand ,...

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

Reference (38)：

• 1) Anh Dan, L.Q., Tatsuoka, F. and Koseki, J. (2002): Time effects on the deformation properties of dense gravel, Soils and Foundations (submitted).
• 2) Di Benedetto, H. (1985): Viscous parts for incremental non-linear constitutive laws, Proc. of the Fifth Int. Conf. on Numerical Methods in Geomechanics, Nagoya, Rotterdam, Balkema, 429-435.
• 3) Di Benedetto, H. (1987): Modelisation du comportement des geomateriaux: application aux enrobes bitumineux et aux bitumes, These de Docteur d′Etat es Sciences, INPG-USTMG-ENTPE, 310 (in French).
• 4) Di Benedetto, H. and Hameury, O., (1991): Constitutive law for granular skeleton materials: description of the anisotropic and viscous effects, Comp. Met. and Ad. In Geomechanics, (ed. by Beer et a1.), Rotterdam, Balkema, 599-603.
• 5) Di Benedetto, H., Hameury, O. and Cazacliu, B. (1992): Incremental constitutive law for sand: anisotropic and cyclic effects, Proc. 10th World Conf. On Earthquake Eng., Madrid, Balkema, 2555-2560.

Terms in the title (4)： 砂 ,  時間依存性 ,  せん断変形 ,  構成モデル