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

<div>Vertical displacement with the influences of [<a href="/journals/amse/2019/2859390/#B27">27</a>]: (a) soil anisotropy (<i>λ</i> = 0.6); (b) soil anisotropy and non-coaxiality (<i>λ</i> = 0.6).</div>

Advances in Materials Science and Engineering

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Figure 5

Figure 5: Application of a Non-Coaxial Soil Model with an Anisotropic Yield Criterion in Tunnelling 