长沙理工大学学报：自然科学版2012，Vol.9Issue(2)：19-24,6.
路基深层水平位移预测方法
Prediction method of subgrade deep horizontal displacement
摘要
Abstract
The study on subgrade deep are studied horizontal displacement is not sufficient.Several displacement prediction methods,and matching prediction models is built to predict horizontal displacement.Referring to the posteriori error ratio and small error probability,we get the following results.GM（1,1） model is suitable for predicting the subgrade horizontal displacement,and the trend of GM（1,1） model is consistent with actual values.Its accuracy is higher than the logarithmic curve fitting and the stability is better than the exponential smoothing model.关键词
路基工程/水平位移预测/GM（1,1）模型/指数平滑法/皮尔曲线/后验差比值CKey words
subgrade engineering/horizontal displacement prediction/GM(1,1)model/exponential smoothing model/pearl curve/aposteriori error ratioC分类
交通工程引用本文复制引用
郭云开,程刚,谢腾,乐小勇..路基深层水平位移预测方法[J].长沙理工大学学报：自然科学版,2012,9(2):19-24,6.基金项目
湖南省科技计划重点资助项目 （）
