论文部分内容阅读
应用灰色控制理论,对泥质岩石软化试验中的主要力学参数数据进行建模分析,提出了描述和预测膨胀岩石软化和水解作用过程中的非线性力学特性GM(1,1)模型.
Based on the gray control theory, the main mechanics parameters in the softening test of muddy rock are modeled and the GM (1,1) model describing and predicting the nonlinear mechanical properties during the softening and hydrolysis of the expansive rock is proposed.