摘要
建立了隧道系统预测的多因素分析模型 ,弥补了以往单因素时序分析的不足 ,并编制了相应的分析程序。结合沈大高速公路韩家岭隧道部分断面的多种实测数据 ,对隧道系统的多因素模型及稳定性进行了研究 。
The multifactor forecast model of tunnel system is built and the related program is edited.It compensates the shortage of ancient single factor time series analysis.Hereby,aiming at various measuring data of Hanjialing highway tunnel engineering,the multifactor forecast model of tunnel system and its stability are studied and the forecasted results are discussed.
出处
《岩土工程技术》
2004年第3期116-121,共6页
Geotechnical Engineering Technique
关键词
隧道系统
多因素模型
预测
tunnel system,multifactor model, forecast
