Research Article

Study on the Evolution Characteristics of Two-Zone Failure Mode of the Overburden Strata under Shallow Buried Thick Seam Mining

Table 1

Physical and mechanical parameters of the model.

No.HistogramCompressive strength (MPa)Modulus of elasticity (GPa)Poisson’s ratioCompressive strength of model (kPa)

1Aeolian sand11.6120.3069.6
2Clay15.3200.3091.8
3Gritstone36.6350.25219.6
4Sandy mudstone22.8230.28219.6
5Siltstone40.6350.25243.6
6Mean-grained sandstone45.3330.28271.8
7Fine-grained sandstone44.6320.28267.6
8Coal seam10.5150.3563