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TENSILE STRENGTH OF ROCK

Part 6. TENSILE STRENGTH OF ROCK. Tensile Failure Modes. Rock is much weaker in tension than in compression. Most rock failures involve tensile fractures Three types: direct tension; flexural tension; and indirect tension.

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TENSILE STRENGTH OF ROCK

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  1. Part 6 TENSILESTRENGTHOFROCK

  2. Tensile Failure Modes • Rock is much weaker in tension than in compression. • Most rock failures involve tensile fractures • Three types: direct tension; flexural tension; and indirect tension

  3. The bending stress influences the ultimate shear strength of rock slabs. Like concrete, rock is weak in induced tension. A small amount of confinement or tensile reinforcement can have a significant impact on strength.

  4. Induced Tension (Brazilian) test • The Brazilian splitting tension test is the most commonly employed for rock • Concrete strength is usually about 1/12th the compressive strength • In rock, the tensile strength can vary between 1/12th and 1/70th of the compressive strength, depending on porosity and weathering.

  5. The Brazilian splitting tension test loads a cylinder core of rock with 0.5:1 length-to-diameter ratio loaded over 15% of the circumference, until the load falls off and a hairline crack forms, shown at right

  6. These diagrams illustrate how the elastic modulus in compression and tension can be measured.

  7. Direct tension test for an unconfined rock core, taken to rupture. Note how the elastic modulus is less in tension than in compression, and how it diminishes above 80% of the peak strength.

  8. Tensile strength can be significantly reduced by load cycling, as shown in these tests.

  9. Definitions of loading geometry for splitting tension tests

  10. Strength anisotropy in splitting tension tests on Entrada Sandstone

  11. Layered rocks are highly anisotropic and can be expected to exhibit lower splitting tensile strength parallel to planes of bedding. This plot also illustrates the scale effect, varying specimen diameter

  12. Variation in splitting tensile strength with bed inclination, varying the length-to-depth ratio of the rock cylinders, as shown.

  13. Splitting tension test data on soft to brittle rock, compared with concrete and Griffith failure criterion

  14. Note how the ratio between compressive and tensile strength degrades with increasing compressive strength. In particular, note envelope of data for concrete and the impact on anisotropy in layered sedimentary rocks.

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