黄河下游大堤防渗加固措施的适应性研究  

Research on Adaptability of Measures for Seepage Control and Reinforcement of Dike in Lower Course of Yellow River

作　　者：赵寿刚[1,2] 李信[1] 常向前[1,2] 

机构地区：[1]黄河水利科学研究院,郑州450003 [2]水利部堤防安全及病害防治工程技术研究中心,郑州450003

出　　处：《水利与建筑工程学报》2008年第4期16-19,共4页Journal of Water Resources and Architectural Engineering

基　　金：科技部公益性科研院所长基金资助项目(HKY-JBYW-2007-25)

摘　　要：黄河下游大堤工程地质条件复杂,堤身土质差,存在许多不同程度的隐患,在洪水情况下,仍有溃决、冲决的可能,针对薄弱堤段进一步开展防渗加固具有重要作用。堤防防渗加固方法措施很多,不同的堤段由于具有不同的隐患特征,其不同的防渗加固措施将具有不同的效果,因此,对各种防渗加固措施的适应性进行研究有实际的应用价值,为黄河大堤除险加固提供切实的技术支撑。The engineering geology condition is complicated, the soil quality of dike body is weak. There exist many hidden troubles, which could cause the dike failure or dike burst during flood condition. Therefore, it is important to strengthen the dike for seepage control. Because the different dikes have various characteristics, the different measures will have different effects. So, it has an important value to study the adaptability of measures for seepage control and reinforcement.

关 键 词：大堤 防渗加固 措施 适应性 

分 类 号：TV871[水利工程—水利水电工程]