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Rock mass strength is defined by three parameters including unconfined compressive strength of intact basalt and two others related to the degree of fracturing of the materialxperimental results for elevated temperature extend the applicability of these parameters to the nearsurface environment of

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STRENGTH PROPERTIES OF ROCKS AND ROCK MASSES 1. INTRODUCTION 2. TESTING OF INTACT ROCK FOR STRENGTH 2.1 Uniaxial Compression 2.2 Point Load Testing 2.3 Uniaxial Tension 2.4 Indirect Tension Tests 2.5 Shear Tests 2.6 Confined Compression Tests (Triaxial Tests) 2.7 Biaxial and Multiaxial Tests 2.8 Other Tests 3. PARAMETERS AFFECTING ROCK STRENGTH 4.

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A study of strength and deformation measurements for basaltic rocks, along with consideration of the influence of fracturing using a rock mass classifiion system, documents the range of brittle response for basaltic rock masses. Although basalts vary widely in composition and other physical factors, many of the properties of a basaltic rock mass appear to vary within a factor of about 10

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The maximum ordinate of the curve (Point C) that marks the transition between strain hardening and softening is called the unconfined compressive strength of the rock and is denoted as Co or qu. Failure takes place continuously from C to D during which

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Unconfined compressive strength Granite 100250 MPa Basalt 100300 MPa Quartzite 150300 MPa Sandstone 20170 MPa Shale 5100 MPa Limestone 30250 MPa Marble 3560 MPa Slate 100200 MPa Quartzite 150300 MPa Concrete 1442 MPa High strength concrete 70 MPa Steel 250 MPa Wood 5 MPa Field test for compressive strength of soils and rocks

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Values of tensile and cohesive strength for the basaltic rock mass are approximately one to two orders of magnitude lower than corresponding values for intact basalt. Temperatures comparable to those at the Venus surface may slightly increase the deformation modulus but decrease the compressive strength

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