2 MOHR CIRCLES PROBLEM You've been working in the lab to determine the strength of an altered granitoid which hosts mineralization. The company you work for wants to start a deep underground mine in the region and it is imperative that the strength of the altered granitoid is well characterized. You conduct a series of experiments on the granitoid to develop a Coulomb failure criterion for the altered granitoid. All of your experiments were conducted in dry conditions (i.e., no pore fluid pressures). Plot up your 3 experiments as Mohr circles, fill in the table below, and determine the Coulomb failure criterion for the altered granitoid. Confining Pressure (63) Applied Stress at Failure (61) Angle of Fracture Plane Shear Stress on Normal Stress on Fracture Plane (go) Fracture Plane (B) 29° 30° 31° (t) 50 MPа 100 MPа 150 MPa 237 MPa 400 MPa 550 MPa

Elements Of Electromagnetics
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2 MOHR CIRCLES PROBLEM
You've been working in the lab to determine the strength of an altered granitoid which hosts
mineralization. The company you work for wants to start a deep underground mine in the region
and it is imperative that the strength of the altered granitoid is well characterized. You conduct a
series of experiments on the granitoid to develop a Coulomb failure criterion for the altered
granitoid. All of your experiments were conducted in dry conditions (i.e., no pore fluid
pressures).
Plot up your 3 experiments as Mohr circles, fill in the table below, and determine the Coulomb
failure criterion for the altered granitoid.
Confining
Pressure (63)
Applied Stress
at Failure (ol)
Angle of
Fracture Plane
Shear Stress on
Normal Stress
on Fracture
Plane (go)
Fracture Plane
(B)
(T)
50 MPа
237 MPa
29°
100 MPа
400 MPа
30°
150 MPa
550 MPa
31°
150-
100-
50-
50 100 150 200 250 300 350 400 450 500 550 600
Shear Stress (t)
Transcribed Image Text:4 2 MOHR CIRCLES PROBLEM You've been working in the lab to determine the strength of an altered granitoid which hosts mineralization. The company you work for wants to start a deep underground mine in the region and it is imperative that the strength of the altered granitoid is well characterized. You conduct a series of experiments on the granitoid to develop a Coulomb failure criterion for the altered granitoid. All of your experiments were conducted in dry conditions (i.e., no pore fluid pressures). Plot up your 3 experiments as Mohr circles, fill in the table below, and determine the Coulomb failure criterion for the altered granitoid. Confining Pressure (63) Applied Stress at Failure (ol) Angle of Fracture Plane Shear Stress on Normal Stress on Fracture Plane (go) Fracture Plane (B) (T) 50 MPа 237 MPa 29° 100 MPа 400 MPа 30° 150 MPa 550 MPa 31° 150- 100- 50- 50 100 150 200 250 300 350 400 450 500 550 600 Shear Stress (t)
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