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Publications by [Brown E. T.]
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This paper summarizes the interpretation of the Hoek-Brown failure criterion which has been found to work best in dealing with practical engineering problems.<br>
This paper is about the prediction of in situ stresses for large underground excavations in rock using empirical relationships.
<p>The Hoek-Brown failure criterion was originally developed for estimating the strengths of hard rock masses. Because of the lack of suitable alternatives, the criterion has been applied to a variety of rock masses including very poor quality rocks, which ...