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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. …
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From a series of point load and uniaxial compression tests carried out on sedimentary rocks (limestones, marly limestones, sandstones and marlstones), with the loading axis perpendicular to any planes of weakness, different conversion factors were determined depending on the rock strength.
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Relating compressive strength to porosity Numerous relationships have been developed to estimate C 0, often in conjunction with general rock strength relationships. Table 2 lists many of the proposed relations for C 0, some of which are plotted for various rock types in Fig. 1 and for sandstones in Fig. 2.
International Journal of Rock Mechanics & MiningSciences39 (2002) 991–1004 Brazilian test: stress field and tensile strength of anisotropic rocks
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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. …
Estimating compressive strength. General rock failure criterion can be reduced to a few parameters dependent on lithology (m) and the uniaxial compressive strength (C 0). ...
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(416397 .. 'Compressive strength' is the capacity of a natural stone to withstand a force directed normal to bedding . Read More; Glossary Select Stone. Bedding Plane: Horizontal plane of sedimentary stone in the position of its original formation.
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