ON THE RELATION τ/σ_N=κ・tanψ IN THE SIMPLE SHEAR TEST
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概要
- 論文の詳細を見る
rights: 社団法人地盤工学会rights: 本文データは学協会の許諾に基づきCiNiiから複製したものであるrelation: IsVersionOf: http://ci.nii.ac.jp/naid/110003913616/Oda and Konishi (1974 a and b) obtained the following relation between the stress ratio τ/σ_N on the apparent shear plane and the inclination angle ψ of the maximum principal stress axis in the simple shear test on the granular material : τ/(σ_N)=κ・tanψ In this paper the physical meaning of the constant κ is made clear. The constant κ has the same physical meaning as the frictional constant which has been defined as the ratio of the shear stress to the mean normal stress at the critical void ratio state by Roscoe, et al. (1958). It can be also formulated in a simple form with the other important soil parameters such as the internal friction angle at the critical void ratio state and the earth pressure coefficient at rest.
- 社団法人地盤工学会の論文
- 1975-12-15
著者
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小田 匡寛
Dept. Of Foundation Engineering Faculty Of Engineering Saitama University
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小田 匡寛
Department Of Foundation Engineering Saitama University
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