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TECHNICAL NOTE: RELIABILITY OF HOEK-BROWN ESTIMATES OF ROCK MASS PROPERTIES AND THEIR IMPACT ON DESIGN (1998)
This technical note examines the reliability of a slope stability calculation and a tunnel support design calculation, using rockmass strength and deformation characteristics estimated by Hoek - Brown procedure.
Reference:
Int. J. Rock Mech. Min. Sci. Vol. 35, No I, pp. 63-68, 1998
Int. J. Rock Mech. Min. Sci. Vol. 35, No I, pp. 63-68, 1998
Organization:
Consulting Engineer, Vancouver, Canada
Consulting Engineer, Vancouver, Canada
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