中山大学学报(自然科学版)
中山大學學報(自然科學版)
중산대학학보(자연과학판)
ACTA SCIENTIARUM NATURALIUM UNIVERSITATIS SUNYATSENI
2013年
3期
17-22,29
,共7页
边坡稳定%河流冲刷%人工堤防%神经网络%整体稳定
邊坡穩定%河流遲刷%人工隄防%神經網絡%整體穩定
변파은정%하류충쇄%인공제방%신경망락%정체은정
slope stability%river scour%neural network%man-made embankment%overall stability
针对河流冲刷造成堤岸坡脚及坡面缺损的情况建立了将冲刷预测和边坡稳定分析相结合的耦合分析方法。首先基于实测资料建立人工神经网络预测模型,对冲刷作用下堤岸及河床的变形进行预测分析,以获得堤岸坡脚被冲刷后的几何形态,然后在此基础上对边坡进行稳定分析和应力-应变分析,得出被冲刷后的边坡的整体稳定评价和变形特征。通过北江大堤某河段典型断面的计算,验证了所建立的模型和所采用的方法的有效性,对于人工堤防的运行管理具有理论意义和重要的实用价值。
針對河流遲刷造成隄岸坡腳及坡麵缺損的情況建立瞭將遲刷預測和邊坡穩定分析相結閤的耦閤分析方法。首先基于實測資料建立人工神經網絡預測模型,對遲刷作用下隄岸及河床的變形進行預測分析,以穫得隄岸坡腳被遲刷後的幾何形態,然後在此基礎上對邊坡進行穩定分析和應力-應變分析,得齣被遲刷後的邊坡的整體穩定評價和變形特徵。通過北江大隄某河段典型斷麵的計算,驗證瞭所建立的模型和所採用的方法的有效性,對于人工隄防的運行管理具有理論意義和重要的實用價值。
침대하류충쇄조성제안파각급파면결손적정황건립료장충쇄예측화변파은정분석상결합적우합분석방법。수선기우실측자료건립인공신경망락예측모형,대충쇄작용하제안급하상적변형진행예측분석,이획득제안파각피충쇄후적궤하형태,연후재차기출상대변파진행은정분석화응력-응변분석,득출피충쇄후적변파적정체은정평개화변형특정。통과북강대제모하단전형단면적계산,험증료소건립적모형화소채용적방법적유효성,대우인공제방적운행관리구유이론의의화중요적실용개치。
According to the defect of the embankment due to the river scour effect , a coupling analysis method of the river scour prediction and the slope stability analysis is established .First, based on the neural network method, the deformation prediction of the embankment and riverbed with river scour effect are made and the geometric shape of the embankment slope toe after the river scour is got .Then, the sta-bility analysis and the stress-strain analysis of the slope are carried on to get the overall stability evalua-tion and the deformation features of the embankment with river scour effect .The established model and the efficiency of the adopted method have been verified by the calculate of the typical section of the Bei -Jiang embankment.It has important theoretical basis and practical value for the operation management of the important man-made embankment.