首页> 外文期刊>煤炭学报:英文版 >Analysis of nonlinear dynamic character in the surrounding rock system for deep buried underground engineering
【24h】

Analysis of nonlinear dynamic character in the surrounding rock system for deep buried underground engineering

机译:深埋地下工程围岩系统非线性动力特性分析

获取原文
获取原文并翻译 | 示例
       

摘要

Combining the field monitoring results of a deep-buried tunnel in Chongqing,the dynamic characteristics of the surrounding rock system under high in situ stress was analyzed by phase space reconstruction, calculating correlation dimension, Kolmogorov entropy and largest Lyapunov exponents. Both the Kolmogorov entropy and largest Lyapunov exponents show that the surrounding rock system is a chaotic one. Based on this, a local model was applied to predict surrounding rock displacement, and a nonlinear dynamic model was derived to forecast the interaction of the surrounding rock and support structure. The local method was found to have an extremely small total error. Also, the nonlinear dynamic model forecasting curves agree with the monitoring ones very well. It is proved that the nonlinear dynamic characteristic study is very important in analyzing rock stability and predicting the evolution of rock systems.
机译:结合重庆某深埋隧道的现场监测结果,通过相空间重构,计算相关维数,Kolmogorov熵和最大Lyapunov指数,分析了高地应力下围岩系统的动力特性。 Kolmogorov熵和最大Lyapunov指数都表明,围岩系统是一个混沌的系统。在此基础上,应用局部模型预测围岩位移,并推导了非线性动力学模型来预测围岩与支护结构的相互作用。发现本地方法的总误差非常小。而且,非线性动力学模型的预测曲线与监测曲线非常吻合。事实证明,非线性动力学特性的研究对于分析岩石的稳定性和预测岩石系统的演化非常重要。

著录项

获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号