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Shear parameter.
g (1 + jη), complex shear parameter.
The dimensionless shear parameter K ranges from 0.0 to 1.0.
Figure 2 addresses the effect of the shear parameter (g) on the static buckling loads.
Open image in new window Fig. 2 Variation of ( P ¯ o ) crit with g (shear parameter).
The effective shear parameter cohesion (C´) and the angle of internal friction were firstly determined from Mohr-Coulomb plots.
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One group experienced random rotations (rotation angles between −90° and +90°); the other group experienced random shearings (shearing parameters between −2.0 and +2.0; see Supplemental Experimental Procedures for details).
Figure 5 Principle for the determination of effective shear parameters from fracture angles.
In a third approach, we determined the effective shear parameters from fracture angles (see above).
Effective shear parameters were derived from suites of triaxial pressure stepping tests at increasing confining pressures.
Secondly, the effective shear parameters were determined from stress path constructions.
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