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- W2023652511 abstract "Mean effective normal stress acting on thefailure planec Cohesion/ Angle of internal frictionA, n, a, b Material constants1 DescriptionThe failure criterion based on true triaxial testing considersthe effect of all three principal stresses on rock compres-sive strength, and is entirely based on true triaxial testsconducted on rectangular prismatic specimens subjected tothree independent principal stresses. The failure criterion iscommonly expressed in terms of the octahedral shear stressas a monotonically increasing function of the mean effec-tive normal stress acting on the plane of failure. In testsconducted thus far the function best fitting experimentaldata is the one obeying the power law. This criterion wasfirst derived by Mogi (1971) and confirmed for severalother rocks by Haimson and Chang (2000), Chang andHaimson (2000), Oku et al. (2007) and Lee and Haimson(2011).2 BackgroundThe significant observation by Murrell (1963) and Handinet al. (1967) that rock compressive strength in experi-ments conducted in conventional triaxial extension(r" @default.
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- W2023652511 date "2012-07-18" @default.
- W2023652511 modified "2023-09-27" @default.
- W2023652511 title "A Failure Criterion for Rocks Based on True Triaxial Testing" @default.
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- W2023652511 doi "https://doi.org/10.1007/s00603-012-0280-8" @default.
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