期刊文献+

边坡演化的非线性时间序列多元混沌判别 被引量:6

Multivariable Chaotic Discrimination for Slope Evaluation According to Their Nonlinear Displacement-Time Sequence
下载PDF
导出
摘要 以实测非线性时间序列为对象,通过估计延迟时间与嵌入维数的相空间重构方法,采取排除时间相关性点对的方法计算边坡系统关联维数D2;采用改进的Kantz法计算最大Lyapunov指数、以K2熵作为Kolmogorov熵的近似,并引入近似熵ApEn及系统复杂度混沌特征指标,研究了边坡演化的多元混沌特征.通过实例分析,发现多数边坡系统关联维数D2为非整数,最大Lyapunov指数、熵值均大于零以及系统复杂度位于(0,1)区间偏小值,通过与确定性系统特征量的比较,揭示了边坡系统的混沌特征,并得出临滑阶段边坡混沌特征最为明显的结论. According to the displacement-time sequence data of several slopes, the multivariable chaotic features of slope evaluation process are discussed, including reconstruction for their phase-space by the estimation of delayed time and embedded dimension method, calculation for the correlation dimension D2 of the slope system by eliminating the time correlative points. Then, the multivariable chaotic features of the slopes are studied by calculating their maximum Lyapunov index using the improved Kantz method and taking K2 as the similar one of Kolmogorov entropy, and by introducing the approximation entropy--ApEn and the chaotic feature index describing the complexity degree of the system. Example analysis shows that the correlation dimension D2 is a non-integral number for most of slope systems, the maximum Lyapunov index and the entropy value are all bigger than 0, and the complexity degree of the system is located on the interval of (0, 1). By comparing the calculated data with the actual characteristic value of the slope systems, the chaotic features of the slope system are revealed and the chaotic features are clearer in the time period closed to sliding.
出处 《地球科学(中国地质大学学报)》 EI CAS CSCD 北大核心 2008年第3期393-398,共6页 Earth Science-Journal of China University of Geosciences
基金 国家高技术研究发展计划(No.2007AA11Z112) 国家自然科学基金(No.40672194) 高等学校博士学科点基金(No.20060558060) 广东省自然科学基金重点项目(No.06104932) 广东省科技计划项目(No.2004B10101002)
关键词 边坡演化 非线性位移-时间序列 相空间重构 多元混沌判别 slope evaluation nonlinear displacement-time sequence displacement-phase space reconstruction multivariable chaotic discrimination.
  • 相关文献

参考文献1

二级参考文献5

  • 1许强,黄润秋.用加卸载响应比理论探讨斜坡失稳前兆[J].中国地质灾害与防治学报,1995,6(2):25-30. 被引量:29
  • 2黄润秋,International Symposium on Reservoir——Induced seismicity,1985年
  • 3秦四清,非线性工程地质学导引,1993年
  • 4许强,工程地质研究进展,1993年
  • 5黄润秋,高边坡稳定性的系统工程地质研究,1991年

共引文献13

同被引文献72

引证文献6

二级引证文献78

相关作者

内容加载中请稍等...

相关机构

内容加载中请稍等...

相关主题

内容加载中请稍等...

浏览历史

内容加载中请稍等...
;
使用帮助 返回顶部