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Influence of Random Load Distribution in Fractured Materials and Rocks on Their Strength in Biaxial Compression

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Abstract

Fractured rocks and concretes may be modeled by a medium consisting of coupled grains of arbitrary size. A nonuniform distribution of the load applied in biaxial compression is considered. An algorithm is developed for calculating the strength, and its dependence on the mean principal stress is established.

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REFERENCES

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  1. Israel

    M.M. Kholmyansky

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  1. M.M. Kholmyansky
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Kholmyansky, M. Influence of Random Load Distribution in Fractured Materials and Rocks on Their Strength in Biaxial Compression. Journal of Mining Science 36, 332–340 (2000). https://doi.org/10.1023/A:1026677206659

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  • DOI: https://doi.org/10.1023/A:1026677206659

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