The major factors that affect the stability of the structure are rotational angle of the voussoir beam, ratio of length and height, rock type and height of carrying rock strata.

 
  • 本文以開(kāi)采后巖層移動(dòng)實(shí)測的形態(tài)曲線(xiàn)為基礎,建立了斷裂巖塊間的鉸合關(guān)系,進(jìn)一步證明了“砌體梁”力學(xué)模型是層狀礦體開(kāi)采后巖層的基本結構形式。
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