Numerical Analysis of the Anisotropy and Scale Effects on the Strength Characteristics of Defected Rockmass

<div>Concept of the UCS variability of rockmass specimens due to the different density and orientation of defects [<a href="/journals/ace/2020/5892924/#B3">3</a>]. UCS<sub><i>i</i></sub>: intact rock UCS; UCS<sub><i>d</i></sub>: defected rock UCS; UCS<sub>rm</sub>: rockmass UCS.</div>

Advances in Civil Engineering

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Figure 1

Figure 1: Numerical Analysis of the Anisotropy and Scale Effects on the Strength Characteristics of Defected Rockmass 