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Table 2 Parameters of probability integral method Subsidence coefficients q Horizontal movement factor b Tangent of major influence angle tan β Deviation of inflection point s (m) 0.55 0.55 2.51 40.55
(3) In the similar circumstances, the subsidence coefficients are small, mainly relating to the medium-hard overburden rock which is partial to hard; Under the condition of high-intensive coal mining, the horizontal movement factor did not increase, on the contrary, the tangent of major influence angle and the maximum subsidence velocity are relatively larger.
(1) Main influence radius r r = frac{{H_{s} }}{tan varphi } + frac{{H_{j} }}{tan beta }, (1 where H s is the thickness of the unconsolidated soil layer; φ is the displacement angle of the soil layer; H is the bedrock thickness; and tan β is the tangent of the main influence angle.
In the similar circumstances, the subsidence coefficients are small, mainly relating to the medium-hard overburden rock which is partial to hard; Under the condition of high-intensive coal mining, the horizontal movement factor did not increase, on the contrary, the tangent of major influence angle and the maximum subsidence velocity are relatively larger.
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