The inhomogeneous composition of rock is described by using the random parameter assignment method of rock mineral cell unit which is based on the contents (sort and ratio) of the rock forming minerals. The hybrid models with two mineral cell units and three mineral cell units that simulate inhomogeneous rock are used to carry out numerical test to research the influence of inhomogeneiry on macroscopic stress-strain curve. Besides, based on the rock mineral composition (sort and ratio), the parameter of inhomogeneity degree is defined. The influence of inhomogeneiry degree on the macroscopic mechanical parameters (elastic modulus and ultimate strength) are analyzed according to results of the numerical test. The research result indicates that mechanical property of homogeneity rock is determined by the mechanical properties of the units, while inhomogeneous rock is determined by both the mechanical properties of the units and the rock mineral composition. When the parameter of inhomogeneity degree is small, the weakening effect of elastic modulus caused by inhompgeneity is small, and vice versa. The influence on ultimate strength is the same as that on elastic modulus.%利用岩石矿物细胞元随机性参数赋值方法描述岩石的非均质构成,分别针对2类矿物细胞元和3类矿物细胞元构成的非均质岩石模型,研究了岩石非均质构成对其宏观应力-应变关系曲线的影响.基于岩石矿物构成定义了岩石的非均质度,根据数值模拟计算结果分析了岩石非均质度对岩石宏观力学参数(宏观弹性模量、极限强度)的影响.研究结果表明:均质岩石宏观力学特性由细胞元力学特性决定,非均质岩石宏观力学特性由细胞元力学特性和岩石非均质构成共同决定；在非均质度较小时,宏观弹性模量受岩石非均质性的弱化影响较小,反之,当非均质度较大时,宏观弹性模量受非均质性的弱化影响较大；宏观极限强度受岩石非均质性的弱化影响趋势与宏观弹性模量一致.
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