Compressive Strength Of Granite Rock

A stone floor has to withstand loads of people and heavy objects. The slopes of best fitting lines to the elastic portions of the stress strain data from the strength experiments were taken for the values of young s modulus. Granite ˈ ɡ r æ n ɪ t is a common type of felsic intrusive igneous rock that is granular and phaneritic in texture.

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Compressive strength of granite rock.

Of samples 181 7 324 0 48 8 275 2. This test is vital for evaluating the stone s resistance to crushing loads. The size effect ceases to be of much consequence. In the context of fracture gradient only the tensile strength of rock is of importance.

Testing of intact rock for strength 2 1 uniaxial compression recall the typical stress strain response curve for a specimen of intact rock under uniaxial compression see figure 1 in lecture notes 5. Granites can be predominantly white pink or gray in color depending on their mineralogy the word granite comes from the latin granum a grain in reference to the coarse grained structure of such a completely crystalline rock. Strictly speaking granite is an. Rock strength is specified in terms of tensile strength compressive strength shear strength and impact strength.

Material compression strength σ tension strength σ psi mpa psi mpa. Note however that beyond l 36 in. The uniaxial compressive strength of a rock under static loading often decreases with an increasing temperature at which the rock has been heat treated before strength testing. The strength values are comparable to determinations of uniaxial compressive strength tests of westerly granite which range from 130 mpa to 210 mpa heard and others 1974.

So compressive strength is the highest load per unit area borne by the stone without giving in. This conclusion is drawn from a great number of experiments 1 2 4 8 9 11 17 19 the higher the temperature is the lower the strength. The tensile strength of rock is defined as the pulling force required to rupture a rock sample divided by the sample s cross sectional area. Uniaxial compressive strength c o x 1000 psi 0 50 100 150 specimen length l in variation of compressive strength with size c o 35 x l 0 14 in this plot of the size effect on strength a power function was used to best fit the experimental data.

A wall stone has to bear the compressive load of the stone s weight. Some results for uniaxial compressive strength σ c and tensile strength σ t.

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