通过室内试验，对水泥改良土的物理性质、应力-应变关系、强度特性、压缩特性进行了研究。

Based on indoor tests, the physical properties, stress-strain relationship, intensity behaviors and compressibility of the modified soil with cement are studied in the paper.

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结合压缩应力—应变试验曲线特征与模型特性提出了模型参数的数值确定方法。

The method for defining and determining the parameters of the model was proposed by combining the testing curves of stress versus strain with the model characteristics.

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最后通过岩样的压缩试验得出了不同岩样的岩石应力、应变曲线与声发射特性之间的变化规律。

Finally, the rule of the change between the curve of stress-strain and the characteristics of acoustic emission in different rocks were obtained through the compression tests of different rocks.

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