STRENGTH OF GRANULAR MATERIAL IN SIMPLE SHEAR

抄録

Investigated from a fundamental point of view is the strength of granular material in simple shear. The theoretical relation between the angle φ_s defined by tan φ_s=τ/σ and the angle φ_p defined by sin φ_p=(σ₁-σ₃)/(σ₁+σ₃) presents a useful information for engineering purpose. The theoretically derived relationship between the direction of major principal axis to the vertical ψ and tan φ_s made clear that the expression of tan φ_s=κ·tan ψ(κ is a constant) is an approximate relation. The direction angle of the slip plane to the horizontal was also theoretically obtained. This angle is related to the difference between φ_s and φ_p and the slip plane never coincides with the horizontal at any instance. The relationship between φ_p and φ_s based on the author's S model yields more realistic result than that based on the sliding block model. In this investigation, assumed is that the orientation of principal strain increment axis coincides with that of principal stress axis for the deformational regime after the most compactive point at which the positive dilatancy begins to take place.