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- W1498339807 abstract "A critical analysis of the available strength criterion for rocks revealed that no theory predicts the non-linear behaviour of rocks correctly. With this in view, an empirical strength criterion for predicting the strength behaviour of rocks, has been proposed in this paper. The criterion involves basic parameters such as uniaxial compressive strength, sigma c, confining pressure, sigma 3, and two other constants B and alpha. Extensive experimental results on four Indian sandstones and an analysis of more than 100 rocks data published in the literature, reveal that the value of a is 0. 8 for all rock types. The value of B varies between 1.8 to 3.0 and has been found to be a function of rock type and its quality. Different B values have been assigned for arigillaceous, arenaceous, chemical and igneous rocks. The same criterion has been extended to predict the strength behaviour of anisotropic and rock mass also. Finally, the strength criterion has been correlated with the rock mass classifications." @default.
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- W1498339807 date "1988-08-01" @default.
- W1498339807 modified "2023-09-27" @default.
- W1498339807 title "A Non-linear Strength Criterion for Rocks" @default.
- W1498339807 hasPublicationYear "1988" @default.
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