河北工业大学学报
河北工業大學學報
하북공업대학학보
JOURNAL OF HEBEI UNIVERSITY OF TECHNOLOGY
2010年
2期
115-118
,共4页
组合预测%灰色模型%双曲线模型%路基沉降
組閤預測%灰色模型%雙麯線模型%路基沉降
조합예측%회색모형%쌍곡선모형%로기침강
combined prediction%grey model%double-curve model%subgrade settlement
基于双曲线模型和灰色模型,采用误差绝对值加权和最小的准则,借助MATLAB软件计算加权平均数,创建了新的加权组合模型,并对某高速公路路基的沉降变形进行了预测分析.理论分析和实测结果表明,加权组合模型较前两种模型预测误差降低,得到了满意结果.新模型的提出为路基沉降变形预测提供了新的思路和方法.
基于雙麯線模型和灰色模型,採用誤差絕對值加權和最小的準則,藉助MATLAB軟件計算加權平均數,創建瞭新的加權組閤模型,併對某高速公路路基的沉降變形進行瞭預測分析.理論分析和實測結果錶明,加權組閤模型較前兩種模型預測誤差降低,得到瞭滿意結果.新模型的提齣為路基沉降變形預測提供瞭新的思路和方法.
기우쌍곡선모형화회색모형,채용오차절대치가권화최소적준칙,차조MATLAB연건계산가권평균수,창건료신적가권조합모형,병대모고속공로로기적침강변형진행료예측분석.이론분석화실측결과표명,가권조합모형교전량충모형예측오차강저,득도료만의결과.신모형적제출위로기침강변형예측제공료신적사로화방법.
On the base of double-curve model and grey model,a new combined weighting model is built on the condition of the minimal absolute values of errors. in which the weighting average is calculated with MATLAB. By the settlement prediction analysis of a highway subgrade,the formula derivation and actual measurement results showed that the predictive error with combined weighting model was reduced, which is smaller than the ones with the two former methods,and the satisfactory results were obtained. So the new model provides a new idea and method for predicting subgrade settlement.