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. 2025 Jun 30;18(13):3094. doi: 10.3390/ma18133094

Figure 7.

Figure 7

Effective soil reinforcement scheme from the excavation contour to mitigate heave. (A,B) correspond to the arch-shaped and rectangular borehole anchoring schemes for soil reinforcement in mine workings; (C) is the deformation profile for scheme (B).