A Study on Three-Dimensional Flexible Mesh Influence on the Stability of Reserved Tunnels in Cemented Backfill.

Materials (Basel) · 2025 · PMC12299495 · PMID 40731501

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a decreasing trendno p-value reported

From Figure 9 , it can be observed that, in the absence of the three-dimensional flexible mesh, the final displacements at all the monitoring points reached an order of magnitude of 10 −1 m, with a decreasing trend from bottom to top.

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