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EVALUATION OF THE DEFORMATION MODULUS OF ROCK MASSES: COMPARISON OF PRESSUREMETER AND DILATOMETER TESTS WITH RMR PREDICTION (2005)
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 and the basic intact rock properties such as the uniaxial compressive strength and Young's modulus.
Reference:
ISP5-PRESSIO 2005 International Symposium
ISP5-PRESSIO 2005 International Symposium
Organization:
Geocontrol, S.A. - UPM, Madrid, Spain
Geocontrol, S.A. - UPM, Madrid, Spain
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