Table 13 Comparison and verification of prototype and artificial coal wall model parameters.
Parameters | Prototype | Artificial coal wall | Similar reverse result | Error |
|---|---|---|---|---|
Normal stiffness of coal ~ coal \(k_{n} /\left( {N \cdot m^{ - 3} } \right)\) | 1.1098E + 08 | 5.5566E + 07 | 1.0853E + 08 | 2.21% |
Normal stiffness of coal ~ rock \(k_{n} /\left( {N \cdot m^{ - 3} } \right)\) | 1.4158E + 08 | 7.2277E + 07 | 1.4116E + 08 | 0.30% |
Normal stiffness of roal ~ rock \(k_{n} /\left( {N \cdot m^{ - 3} } \right)\) | 1.9548E + 08 | 9.9224E + 07 | 1.9380E + 08 | 0.86% |
Tangential stiffness of coal ~ coal \(k_{s} /\left( {N \cdot m^{ - 3} } \right)\) | 8.5104E + 07 | 4.3052E + 07 | 8.4097E + 07 | 1.18% |
Tangential stiffness of coal ~ roal \(k_{s} /\left( {N \cdot m^{ - 3} } \right)\) | 1.0857E + 08 | 5.4668E + 07 | 1.0678E + 08 | 1.65% |
Tangential stiffness of roal ~ roal \(k_{s} /\left( {N \cdot m^{ - 3} } \right)\) | 1.4989E + 08 | 7.6096E + 07 | 1.4863E + 08 | 0.84% |
Normal stress of coal ~ coal \(\sigma /pa\) | 8.0017E + 06 | 4.0458E + 06 | 7.9022E + 06 | 1.24% |
Normal stress of coal ~ roal \(\sigma /pa\) | 1.6356E + 07 | 8.0872E + 06 | 1.5795E + 07 | 3.43% |
Normal stress of roal ~ roal \(\sigma /pa\) | 2.5375E + 07 | 1.2867E + 07 | 2.5131E + 07 | 0.96% |
Tangential stress of coal ~ coal \(\tau /pa\) | 2.2232E + 06 | 1.1215E + 06 | 2.1905E + 06 | 1.47% |
Tangential stress of coal ~ roal \(\tau /pa\) | 7.0743E + 06 | 3.5924E + 06 | 7.0161E + 06 | 0.82% |
Tangential stress of roal ~ roal \(\tau /pa\) | 1.2539E + 07 | 6.2426E + 06 | 1.2193E + 07 | 2.76% |