When analyzing the obtained GRCs for longwall faces A and B, they are characterized by an elastic phase of rock mass deformation in the initial steep part of the GRCs. In these sections of the GRCs, the support load is between 1000 and 450 t/m2. The impact of the shield capacity on roof convergence is minimal. Then, a drop of the GRCs is observed as a result of rock mass transition from elastic to plastic state. Roof convergence occurs at shield support capacity under, approximately, 400 t/m2. In Fig. 10, the designed shield setting load density (SLD), 68.5 t/m2, and shield yield load density (YLD), 93.1 t/m2, were shown.

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