摘要
文章通过具体工程实例,对枞阳江堤白荡闸引堤岸坡进行了稳定性和反向渗流计算,分析了岸坡下挫出险原因,提出了具体处理方法。
Taking some project as example , the calculation of bank stability and reverse osmosis of Baidang Gate approach bank in Zongyang is given , the cause of the bank slope falling is analyzed , the methods to solve the problem are put forward.
出处
《安徽水利水电职业技术学院学报》
2015年第2期49-52,共4页
Journal of Anhui Technical College of Water Resources and Hydroelectric Power