【作者】 刘艳辉； 刘大安； 潘炜； 程东幸； 郭华锋；

【Author】 LIU Yanhui;LIU Da’an;PAN Wei;CHENG Dongxing;GUO Huafeng Institute of Geology and Geophysics, CAS, Beijing 100029 China Institute of Geological Environmental Monitor, Beijing 100081

【机构】 中国科学院地质与地球物理研究所工程地质力学重点实验室；

【摘要】 对目前常用的几种自然、工程岩质边坡位移监测资料分析方法:回归分析法、时间序列分析方法、灰色理论分析方法、非线性动力学分析方法和位移时空综合分析方法进行了简要评述,从他们的基本原理、适用条件及优缺点等几个方面进行了对比研究,并指出了岩质边坡位移监测资料分析方法的发展趋势,强调岩体结构对岩质边坡变形和破坏的控制作用,指出基于岩体变形破坏机制的岩质边坡位移监测资料综合分析方法是未来的发展趋势。更多还原

【Abstract】 Some analysis methods in common use at present on rock slope displacement monitoring data such as themethod of regressive analysis, the method of time series analysis, the method of grey theory analysis, the method ofnon-linear dynamics analysis and the method of displacement space-time synthetics analysis, are briefly dis-cussed in this paper. The paper not only studies these methods from several parts such as the keystone, applicableconditions, virtues and shortcomings and so on, but indicates the developing trend of the rock slope displacementmonitoring data analysis methods. The paper emphasizes the controlling effects of the rock mass structure to its de-formation and failure, and points out that rock slope displacement monitoring data analysis method based on rockmass deformation and failure mechanics is the developing trend.更多还原