摘要
对溢洪道闸室回填土基础采用预应力管桩处理进行论证,并对闸基回填土层运行后可能产生的沉降提出了解决方法。
Using prestressed concrete piles to strengthen the earth fill foundation of the spillway gatebay of Qiufengling Reservoir is expounded; and several measures for eliminating the settlement of earthfill are proposed.
出处
《湖北水力发电》
2006年第4期28-29,共2页
Hubei Water Power
关键词
闸室
回填土
基础
预应力管桩
gatebay, earthfill, foundation, prestressed pile
