Observations on the extended Matsuoka–Nakai failure criterion

Abstract

AbstractThe equivalent Mohr–Coulomb (M‐C) friction angle ϕ (J. Geotech. Eng. 1990; 116(6):986–999) of the extended Matsuoka–Nakai (E‐M‐N) criterion has been examined under all possible stress paths. It is shown that ϕ depends only on the ratio of cohesion to confining stress c′/σ and the frictional angle ϕ, where ϕ is the friction angle measured in triaxial compression (or extension) to which the E‐M‐N surface is fitted. It is also shown that ϕ is independent of c′, when σ=0 and of σ when c′=0, with the former representing an upper bound and the latter a lower bound of ϕ for any particular stress path. The closest point projection method has also been implemented successfully with the E‐M‐N criterion, and plane strain and axisymmetric element tests performed to verify some theoretical predictions relating to failure and post‐yielding behavior. Finally, a bearing capacity problem was analyzed using both E‐M‐N and M‐C, highlighting the conservative nature of M‐C for different friction angles. Copyright © 2009 John Wiley & Sons, Ltd.