水工有压隧洞岩石抗力系数“K”的一个新公式
A New Formula of Rock Resistant Factor “k” in Hydraulic Pressure Tunnel
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摘要: 本文分析了现有各种岩石抗力系数公式的理论依据和这些公式所具有的计算模型。在此基础上,提出了一个通用计算模型,然后根据弹性和塑性理论严密地推导了一个新公式。并指出,现有的各种岩石抗力系数公式均是本公式的特例。因而本公式具有普遍意义。Abstract: This paper briefly reviews the computative theory of various formulas of rock resistant factor "K" and it's mechanical model. On that basis, a common mechanical model is suggested. Then a new formula is derived on the basis of elastic and plastic theory. This paper points out various formulas of rock resistant factor are special cases of this formula. And therefore this formula is of universal significance.