路基工程
路基工程
로기공정
SUBGRADE ENGINEERING
2012年
4期
30-33,37
,共5页
路基沉降%单个模型%组合模型%拟合精度%相对误差
路基沉降%單箇模型%組閤模型%擬閤精度%相對誤差
로기침강%단개모형%조합모형%의합정도%상대오차
subgrade settlement%single model%combination model%fitting accuracy%relative error
利用兰武二线路基沉降观测数据,对黄土路基沉降变权重组合模型预测方法进行分析研究。研究结果表明:根据拟合精度选择单个模型时,要尽量选择相对误差偏离方向相反且大小相差不多的单个模型;在单个模型预测精度相差不大时,单个模型的数量越多,组合模型的精度会越高;单个模型的拟合精度越高,对应的组合模型的拟合精度也越高;组合模型相对误差与单个模型的相对误差的偏离方向和大小有关;在相同预测精度要求下,组合模型需要的观测时间比单个模型要短。
利用蘭武二線路基沉降觀測數據,對黃土路基沉降變權重組閤模型預測方法進行分析研究。研究結果錶明:根據擬閤精度選擇單箇模型時,要儘量選擇相對誤差偏離方嚮相反且大小相差不多的單箇模型;在單箇模型預測精度相差不大時,單箇模型的數量越多,組閤模型的精度會越高;單箇模型的擬閤精度越高,對應的組閤模型的擬閤精度也越高;組閤模型相對誤差與單箇模型的相對誤差的偏離方嚮和大小有關;在相同預測精度要求下,組閤模型需要的觀測時間比單箇模型要短。
이용란무이선로기침강관측수거,대황토로기침강변권중조합모형예측방법진행분석연구。연구결과표명:근거의합정도선택단개모형시,요진량선택상대오차편리방향상반차대소상차불다적단개모형;재단개모형예측정도상차불대시,단개모형적수량월다,조합모형적정도회월고;단개모형적의합정도월고,대응적조합모형적의합정도야월고;조합모형상대오차여단개모형적상대오차적편리방향화대소유관;재상동예측정도요구하,조합모형수요적관측시간비단개모형요단。
Using the data from observing the subgraae sememem o~ u,~ ~ Railway, the variable-weight combination forecasting for settlement of loess subgrade is analyzed and studied. The result shows that when the single model is selected according to the fitting accuracy, those having reverse deviation direction of relative error and litde difference on the magnitude should be selected by all means; when the forecasting precision with the single model has little discrepancy, the greater the number of the single model is, the higher accuracy the combination model has ; and the higher fitting accuracy the single model has, and so has the corresponding combination model; the relative error of the combination model relates to the deviation direction and magnitude of the relative error of the single model; based on the same forecasting accuracy requirement, the observation time required by the combination model is shorter than that of the single model.