摘要
为了及时分析预报大型边坡的稳定状况，建立了可以由现场设计、施工、监测人员和其他专家参与的边坡不稳定先兆分析系统。该系统采用面向对象的程序设计方法，突出了根据现场专家对实测数据的分析和当地经验的总结进行动态分析特点，具有测点先兆分析、项目先兆分析和边坡整体先兆分析等功能。
In order to analyze and predict the stability state of largescale slope, the Slope Unstability Indication Analysis System, in which experts may participate, is established. The system is programmed by the Object Oriented Programming Method, and can suit the characteristics of dynamic improvement of experience of experts and has the function of indication analysis of measuring points, measuring items and whole slope.
出处
《岩石力学与工程学报》
EI
CAS
CSCD
北大核心
1999年第2期166-169,共4页
Chinese Journal of Rock Mechanics and Engineering
基金
水利部水利科技重点项目
国家自然科学基金
