Application of a Non-Coaxial Soil Model with an Anisotropic Yield Criterion in Tunnelling

<div>Stress paths in the space of ((<i>σ</i><sub><i>x</i></sub> − <i>σ</i><sub><i>y</i></sub>)/2, <i>σ</i><sub><i>xy</i></sub>) [<a href="/journals/amse/2019/2859390/#B27">27</a>].</div>

Advances in Materials Science and Engineering

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Figure 4

Figure 4: Application of a Non-Coaxial Soil Model with an Anisotropic Yield Criterion in Tunnelling 