摘要
咸宁长江干堤亭子湾段崩岸主要是由于岸基松软和风浪淘刷。采取水上护坡、水下抛石等工程措施加以治理,岸坡恢复稳定。
The bank failure along Changjiang Tingziwan trunk levee is owing to the fact that the clay-covered silt bank foundation is always scoured by storm water in summer and ground water in winter. The regulation measures are that: the above-water bank slope is protected by revetment and the under-water part is by riprap works.
出处
《水电与新能源》
2010年第2期56-57,60,共3页
Hydropower and New Energy
关键词
崩岸
稳定计算
岸坡治理
bank failure
stability calculation
bank regulation