Research on fracture characteristics and support mechanism of shallow buried double-soft composite roof
Wei Zhang , Chun-wang Zhang , Wei-yao Guo , Bao-liang Zhang , Wan-rong Liu
Journal of Central South University ›› 2025, Vol. 32 ›› Issue (5) : 1838 -1854.
Research on fracture characteristics and support mechanism of shallow buried double-soft composite roof
Affected by the geological characteristics of coal bearing strata in western mining areas of China, the double-soft composite roof has low strength and poor integrity, which is prone to induce disasters such as large deformation and roof collapse. Four-point bending tests were conducted on anchored double-layer rock beams with different pre-tightening force and upper/lower rock strength ratios (I/II) based on the digital speckle correlation method (DSCM). The research results indicate that the instability process of anchored roof can be divided into stages of elastic deformation, crack propagation, alternating fracture, and failure collapse. The proportion of crack propagation and alternating fracture processes increased with the increase of pre-tightening force and I/II. The pre-tightening force can suppress the sliding of the upper/lower rock interface, and delay the initiation and propagation of cracks. As I/II increases, the failure mode changes from tensile failure steel strip to shear failure anchor rod. Steel strip can improve the continued bearing effect of anchored roof during crack propagation and alternating fracture processes.
double-soft composite roof / anchored composite beams / anchored rock fracture / pre-tightening force / crack propagation
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Central South University
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