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Theoretical analysis on water-inrush mechanism of concealed collapse pillars in floor Theoretical analysis on water-inrush mechanism of concealed collapse pillars in floor

Theoretical analysis on water-inrush mechanism of concealed collapse pillars in floor

  • 期刊名字:礦業(yè)科學(xué)技術(shù)
  • 文件大?。?/li>
  • 論文作者:Tang Junhua,Bai Haibo,Yao Bang
  • 作者單位:State Key Laboratory of Geomechanics and Deep Underground Engineering,School of Mechanics & Civil Engineering China Univ
  • 更新時(shí)間:2023-02-27
  • 下載次數(shù):
論文簡(jiǎn)介

In order to study the water-inrush mechanism of concealed collapse pillars from the mechanical view,a mechanical model for water-inrush of collapse pillars has been established based on thick plate theory of elastic mechanics in this paper. By solving this model the deformation of water-resistant rock strata under the action of water pressure and the expression of critical water pressure for collapse pillar waterinrush have been obtained The research results indicate that: the boundary conditions and strength of water-resistant strata play important roles in influencing water-inrush of collapse pillars. The critical water-inrush pressure is determined by both relative thickness and absolute thickness of water-resistant strata.

論文截圖
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