Assuming that there is no shear stress at the Earth's surface (shear stress cannot occur in fluids), one of the principal stress components must be vertical and thus the other two must be horizontal.
For strike slip sigma 2 should be vertical not sigma 3.....in picture also sigma 2 is shown to be vertical.... But above you have shown sigma 3 to be vertical for strike slip
I am a graduate student in structural geology. My current project is a fracture analysis of Little Sheep Mountain Anticline in the Bighorn Basin in Wyoming.
地質学の大学院生です。日本語も話せます。
Thank you Lauren!... very nice pics
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ReplyDeleteFor strike slip sigma 2 should be vertical not sigma 3.....in picture also sigma 2 is shown to be vertical.... But above you have shown sigma 3 to be vertical for strike slip
ReplyDeleteHi Lauren - it seems that you switched between sigma 2 in reverse fault and it should be strike slip fault.
ReplyDeleteSigma 2 vertical should be related to strike-slip fault.
ReplyDeletewhat does P and T refers here
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