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指数平滑法在公路软土地基沉降预测中的应用
引用本文:单炜,赵诗涛. 指数平滑法在公路软土地基沉降预测中的应用[J]. 森林工程, 2007, 23(4): 67-69
作者姓名:单炜  赵诗涛
作者单位:东北林业大学,哈尔滨,150040
摘    要:运用指数平滑法分析计算公路软土地基沉降量,并对下一时间段的沉降量进行预测.结合哈尔滨绕城高速公路西段软基沉降观测数据,证明了指数平滑法预测软基沉降量的实用性.

关 键 词:公路  软土地基  沉降量预测  时间序列分析法  指数平滑法
文章编号:1001-005X(2007)04-0067-03
收稿时间:2006-10-26
修稿时间:2006-10-26

Application of Exponential Smoothing Method in the Settlement Forecasting of Soft Clay Ground of Highway
Shan Wei,Zhao Shitao. Application of Exponential Smoothing Method in the Settlement Forecasting of Soft Clay Ground of Highway[J]. Forest Engineering, 2007, 23(4): 67-69
Authors:Shan Wei  Zhao Shitao
Affiliation:Northeast Forestry University, Harbin 150040
Abstract:Exponential smoothing method was used to analyze and calculate the settlement of soft clay ground in highway and by which the settlement of next time segment was predicted. This paper combined with the observation data of the highway around Harbin city in the western segment to prove the practicality of exponential smoothing method predicting the settlement of soft ground.
Keywords:highway   soft clay foundation   settlement forecasting   time series analysis method   exponential smoothing method
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