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。
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.
出处
《森林工程》
2007年第4期67-69,共3页
Forest Engineering
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
highway
soft clay foundation
settlement forecasting
time series analysis method
exponential smoothing method