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According to this principle, stressed grains in a rock will dissolve more readily than will unstressed grains in the same rock, and material may be transported between the two.
Fig. 8 Frontal view of first principle stresses.
Third principle stresses depicting compressive stress are also shown (Fig. 10).
Because of principle stresses, particles exert normal and tangential forces on each other.
Open image in new window Fig. 8 Sample with principle stresses acting on its sides.
h Post-MI-FM [−45°] Fig. 10 Frontal view of third principle stresses.
The highest minimum principle stresses belong to Tresca criterion that is equal to 51 MPa.
h Post-MI-FM [−45°] Fig. 9 Occlusal view of first principle stresses.
If the maximum shear stress failure criterion is utilized, principle stresses must be calculated for the material.
The maximum principle stresses caused by various mud pressures have utmost value in the vicinity of wellbore.
The contour plots showing first and third principle stresses also correspond with the general rotation or translation of the maxilla.
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