By using elastic mechanics and percolation theory, the expression of effective stress coefficient for permeability is deduced based on sphere model. The permeability of low-permeability tight sandstone core is tested using steady-state method, nitrogen as medium. And binary linear regression is applied to calculation of the effective stress coefficient for permeability. The result is approximate to the the- oretical value, indicating the theoretical model is reliable and applicable.%结合弹性力学和渗流理论,推导了基于球体模型的渗透率有效应力系数的数学表达式,并基于稳态法,以氮气为实验介质,对低渗致密砂岩岩样进行了渗透率测试,利用二元线性回归计算渗透率有效应力系数,所得结果与理论值相近,证实了理论模型的可靠性。
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