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Application of phase space reconstruction and v-SVR algorithm in predicting displacement of underground engineering surrounding rock

机译:相空间重构和v-SVR算法在地下工程围岩位移预测中的应用

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摘要

A new method for predicting the trend of displacement evolution of surrounding rock was presented in this paper. According to the nonlinear characteristics of displacement time series of underground engineering surrounding rock, based on phase space reconstruction theory and the powerful nonlinear mapping ability of support vector machines, the information offered by the time series datum sets was fully exploited and the non-linearity of the displacement evolution system of surrounding rock was well described. The example suggests that the methods based on phase space reconstruction and modified v-SVR algorithm are very accurate, and the study can help to build the displacement forecast system to analyze the stability of underground engineering surrounding rock.
机译:提出了一种预测围岩位移演化趋势的新方法。根据地下工程围岩位移时间序列的非线性特征,基于相空间重构理论和支持向量机强大的非线性映射能力,充分利用了时间序列数据集所提供的信息,并利用了非线性。很好地描述了围岩的位移演化系统。算例表明,基于相空间重构和改进的v-SVR算法的方法是非常准确的,可为建立位移预测系统分析地下工程围岩的稳定性提供依据。

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