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NAOSITE : Nagasaki University's Academic Output SITE > Faculty of Engineering > Bulletin > Reports of the Faculty of Engineering, Nagasaki University > Volume 21, No. 37 >


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Title: 強度異方性を考慮した粘性土地盤の支持力算定
Other Titles: Bearing Capacity of Cohesive Soils with Strength Anisotropy
Authors: 棚橋, 由彦 / 山中, 稔 / 宮川, 英也
Authors (alternative): Tanabashi, Yoshihiko / Yamanaka, Minoru / Miyagawa, Hideya
Issue Date: Jul-1991
Publisher: 長崎大学工学部 / Faculty of Engineering, Nagasaki University
Citation: 長崎大学工学部研究報告, 21(37), pp.205-210; 1991
Abstract: Natural in-situ clay deposits display fabric anisotropy due to parallel alignment of their peds. The fabric anisotropy may have considerable influence on the mechanical properties of clay. Some experimental investigations on the above mentioned influence have been already done for the saturated alluvial Ariake clay under three dimensional stress condition with true tri-axial testing apparatus. Presented here in is an analytical study of the influence of the strength anisotropy on the bearing capacity of the Ariake clay under plane strain condition. A bearing capacity has been calculated for both circuler and complex slip plane which consists active and passive linear slip planes and logarithmic spiral slip plane. As the results of the calculations,this paper designates that the cohesive soils with strength anisotropy reduces the bearing capacity comparative with strength isotropy.
URI: http://hdl.handle.net/10069/24356
ISSN: 02860902
Type: Departmental Bulletin Paper
Text Version: publisher
Appears in Collections:Volume 21, No. 37

Citable URI : http://hdl.handle.net/10069/24356

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