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

<div>Stress-strain curves obtained from the laboratory and numerical tests. (a) Uniaxial compressive stress-strain curves. (b) Confining compressive stress-strain curves.</div>

Advances in Civil Engineering

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Figure 6

Figure 6: Numerical Analysis of the Anisotropy and Scale Effects on the Strength Characteristics of Defected Rockmass 