摘要
本文根据现场水力冲填试验成果,利用分段泥浆压力法确定出一次冲填最大冲填高度,在此基础上确定出最佳的冲填周期,以便合理预算几十里长六方堤水力冲填加宽加高施工工期及投资。
In this paper, the authors reasonably determine the hydraulic silting periods on the basis of hydraulic test results and making good use of the ″method of sublevel mud pressure″ to calculate the maximum silting height, in order toprovide scientific basis for reasonable budget of the time linit and capital expenditure of the hydraulic silting engineering of tens kilometer long Liufangti.
出处
《工程地质学报》
CSCD
1996年第1期14-19,共6页
Journal of Engineering Geology
关键词
水力冲填
冲填高度
冲填周期
六方堤
堤防
Hydraulic silting
Sublevel mud pressure
Silting height
Silting periods.