Geomechanics and Ground Control · Geomechanics · 2 marks · Multiple choice
The flat-jack slots P,Q,R on the gallery wall measure σP,σQ,σR. Slot R is at45° as drawn, σP>σQ and σR=0. Find wall shear stress with the displayed sign convention.
The orthogonal slots give the two normal stresses. Stress transformation to the45° slot, with the orientation drawn, gives σR=(σP+σQ)/2−τxy. Since σR=0, τxy=(σP+σQ)/2, A. The half-difference would describe maximum shear only when the original stresses were principal, which is not stated.
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