摘要
咸阳湖北护岸采用水泥土搅拌桩进行防渗处理,要求渗透系数小于5.0E-06 cm/s。本工程通过试桩、抗渗性能试验确定了相应施工参数,并通过工程桩施工来满足防渗要求。经工程验收及蓄水验证,完全满足设计要求。
The anti-seepage treatment was made by agitated soil cement for the north revetment of Xianyang Lake, with reqluired permeability coefficient of less than 5.0E-06cm/s. Relevant construction parameters of this project were determined through test piles and impermeability tests, and anti seepage requirement was satisfied by construction of piles. It can fully meet design requirements subject to acceptance of the project and verification of impoundment.
出处
《西北水电》
2006年第3期37-38,46,共3页
Northwest Hydropower
关键词
水泥土
搅拌桩
防渗墙
渗透系数
soil cement
agitated pile
cutoff wall
permeability coefficient
