Research Article

Study on Roof Presplitting Mechanism and Deformation Control of Reused Roadway in Compound Soft Rock by Roof Presplitting Approach

Figure 5

Horizontal tensile stress curve and stress nephogram of the presplitting zone.
(a) Presplitting interval 0 m
(b) Presplitting interval 0.5 m
(c) Presplitting interval 1 m
(d) Presplitting interval 1.5 m
(e) Presplitting interval 2 m