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The minimum compressive stress in oligomers increases with the square of the radius.
The main set of dykes is oriented N50 60° perpendicular to the minimum compressive stress σ3 during sand injection.
The minimum compressive stress (σ 3) axis lay roughly in a north south axis before the M6.5 quake.
The plunge of the minimum compressive stress axis being close to horizontal (15°) points out a trans-tensional stress regime.
"Max Principle" of the simulation results can be considered as "Maximum tensile stress" or "Minimum compressive stress", since the tensile stress is positive in the model.
The plunges of the maximum and intermediate compressive stress axes are close to horizontal, and the plunge of the minimum compressive stress axes is close to vertical (Fig. 11).
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The calculated maximum and minimum compressive stresses in the concrete flange were 1.0f cd and 0.608f cd, respectively, and the mean value was 0.93f cd.
where μ is the sliding frictional coefficient, σ 1 is the effective maximum compressive principal stress, σ 3 is the effective minimum compressive principal stress, S 1 is the maximum compressive principal stress, S 3 is the minimum compressive principal stress, and P p is the pore pressure.
For convenience, in the following discussion, we define σ 1 A (σ 1 B ), σ 2 A (σ 2 B ), and σ 3 A (σ 3 B ) as the maximum, intermediate, and minimum compressive principal stresses for stress A (and B), respectively.
The degree of overpressuring is defined by the overpressure coefficient, C = (P f − P h)/(σ 3 − P h), where P h is hydrostatic pressure and σ 3 is the minimum compressive principal stress (Terakawa et al. 2012, 2013b).
σ1, σ2, and σ3 denote the maximum, intermediate, and minimum principal compressive stress axes, while ϕ and δ show the azimuth and plunge of these axes in degree, respectively.
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