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Fig 1.

Destruction zone of the top coal and surrounding rock.

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Fig 2.

Zoning situation after the goaf collapse.

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Fig 3.

Surface subsidence of a unit in the horizontal section top coal caving of the steeply inclined extra-thick coal seam.

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Fig 4.

Kelvin creep curve.

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Fig 5.

Diagram of the mining horizon of the Liudaowan coal mine.

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Table 1.

Basic parameters of the surface deformation prediction of the Liudaowan coal mine.

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Table 1 Expand

Table 2.

Residual deformation comparison of the monitoring and prediction of the Nandacao and Beidacao goafs.

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Fig 6.

Comparison of the monitoring value and dynamic prediction value of the residual subsidence in the Beidacao goaf.

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Fig 7.

Numerical model figure of the Nandacao and Beidacao seams after excavation.

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Table 3.

Mechanical parameters.

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Table 3 Expand

Table 4.

Mechanical parameters of the Burgers creep model.

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Fig 8.

Calculation result of the residual subsidence numerical model.

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Fig 9.

Calculation result of the prediction model for residual subsidence.

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