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106 Average 6-inch-diameter 9 inches adhesive anisotropy bonded Bureau of Mines change in strain Climax Molybdenum Colo compressive-strength determinations core holes curing cycle daily readings depth DETERMINATION OF STRESSES determine the stresses drill elastic theory electrical resistance feet FIGURE 16 FIGURE 17 Figure 22 gage clamp gage stations hand specimen imum principal stresses Installation The strain Lead wires magnitudes and directions maximum principal stress measured strains measured values modulus of elasticity obtain estimates open fractures platens points of measurement Poisson's ratio porphyry pounds per square pressive relieved of stress right horizontal axis rock core rock specimens rock surface rock were determined rosettes were cemented set of readings shows the gage specific gravity specimens for elasticity standard deviation station 3a strain indicator strain-gage holder strain-relief measurements stress concentrations stress distribution stress field TABLE tectonic forces Tensile strength Tensile Test Specimen test area testing machine tions underground opening Young's modulus