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EVALUATION OF THE DEFORMATION MODULUS OF ROCK MASSES USING RMR, COMPARISON WITH DILATOMETER TESTS (2007)
This paper presents the result of comparison between the modulus of deformation obtained from dilatometer tests and the geomechanical quality of the rock mass using the RMR classification and the basic intact rock properties such as uniaxial compressive strength and Young modulus.
Reference:
Workshop: Underground Works under Special Conditions
Workshop: Underground Works under Special Conditions
Organization:
Geocontrol S. A., Spain
Spain
Geocontrol S. A., Spain
Spain
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