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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 comparisons between the modulus of deformation obtained from dilatometer tests and the geomechanical quality of the rock mass using the RMR classification ant the basic intact rock properties such as the uniaxial compressive strength and Young's modulus.
Reference:
“Underground Works under Special Conditions” organizado en Madrid el 6 de julio de 2007, por ISRM.
“Underground Works under Special Conditions” organizado en Madrid el 6 de julio de 2007, por ISRM.
Organization:
Geocontol, S.A. - UPM, Madrid, Spain
Geocontol, S.A. - UPM, Madrid, Spain
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