Question 39

MNMCQ2 marksNeeds review
A ground reaction curve (GRC) of a 3 m radius unlined circular tunnel is shown in the figure. The tunnel is supported by 300 mm thick shotcrete lining. The uniaxial compressive strength (

), modulus of elasticity (

) and Poisson’s ratio (

) of shotcrete material are 20 MPa, 15 GPa and 0.25 respectively. The maximum capacity (

) of the lining and its stiffness (

) are given as



where

= radius of the unlined tunnel and

= thickness of the lining.
If the lining is constructed after 5 mm radial deformation, the support reaction is best represented by the line
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2025MN

GATE MN 2025 · Paper 1

Mining Engineering · Original paper archive

Section
Mining Engineering
Question type
Multiple choice (MCQ)
Marks
2 marks

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