摘要
利用可靠性理论对黄河堤防淤背设计的合理宽度问题进行了系统的分析研究,充分考虑了黄河堤防土体参数的随机变异性,研制了蒙特卡洛渗流有限元可靠度程序,用来计算在设计洪水位下距黄河堤防背河坡脚不同距离的地层土体渗流稳定破坏概率,从而确定合理的淤背宽度。
The paper studies the rational back aggraclation width of yellow river dike with reliable theory,researches and formulates the finite element reliability program of Monte-carlo filtration for calculate the failure probability of filtration stability for soil body of different distance from slope base of yellow river dike under design flood level,thus determines the rational back aggradation width.
出处
《东北水利水电》
2005年第9期4-5,共2页
Water Resources & Hydropower of Northeast China
关键词
黄河堤防
淤背
合理宽度
yellow river dike
back aggradation
rational width
