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allu a horizontal tunnel as excerated man having State in a rack in situ (pore existing) stranke. The vertical stren experienced by the tunnel are

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a horizontal tunnel as excerated man having State in a rack in situ (pore existing) stranke. The vertical stren experienced by the tunnel are 12 MPC and 3MPa man respectively The rock has uni anisl compresive strength of 20MPS. and it has 2000 demile strength due to exity of rextial fracture plane murning through the brown Determine the region of compressive Juilure and the rigin of temple failure in form of angle 01 at o2 as shown

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