A BRITTLE FAILURE THEORY OF THE ROCK MASS AROUND TUNNEL
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Graphical Abstract
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Abstract
A simple model of rook failure(softening dilation and confining stress effect) is developed acording to the deformation and failure behnvior of rock. A failuretheory is given to analyse and estimate the brittle failure behavior of the rock mass around tunnel. Some useful support methods are suggested to maintain underground tunnel.
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