摘要
亦庄调节池工程是北京城市东南部地区的重要水利枢纽,其池底基础多为中细砂层,存在渗漏问题;场区周边地区曾经为非正规垃圾填埋场,地下水有一定污染,因此需要采取可靠有效的防渗措施以防止内水外渗和外水内渗。经多方案比选,推荐采用改性砂质粉土与土工膜相结合的复合防渗结构,可使年渗漏损失量降低90%,大大提高结构的抗渗性能。通过配比试验研究,确定改性土的水泥掺量为5%,可减小渗透系数4~6倍。
Yizhuang Regulation Pool is an important water control project in the southeast region of Beijing, of which most part of the bottom foundation consists of medium-fine sand with the problem of seepage, furthermore, the areas around it are some abnormal refuse landfills with a certain pollution of groundwater, thus reliable and effective anti-seepage measures must be taken for preventing the inward and outward seepages therein. Through the comparison made on several alternatives, a composite structure combined by both the modified sandy silt and the geomembrane is recommended herein, By which not only the annual seepage loss can be lowered by 90% , but the anti-seepage performance of the structure can be largely enhanced. Through the relevant study on the mixing test, the cement mixing content of 5% is determined, which can reduce the permeability coefficient by 4 6 times.
出处
《水利水电技术》
CSCD
北大核心
2015年第11期46-49,共4页
Water Resources and Hydropower Engineering
关键词
南水北调工程
亦庄调节池
复合防渗结构
水泥改性土
South-to-North Water Diversion Project
Yizhuang Regulation Pool
composite anti-seepage structure
modified cement-soil