摘要
为了提高堤防工程的安全性,通过获取堤防段的地质情况,判定场地存在的变形破坏形式,结果表明堤防破坏形式主要为流土和管涌,存在一定的渗流安全隐患。从工程投资、占地拆迁及现场布置角度进行加固方案比选,拟采用防洪墙和土堤方案。经堤防抗滑和抗渗稳定性验算,加固后堤防安全性满足要求。
In order to improve the safety of levee engineering,the deformation failure types are determined based on analysis of the geological condition of the levee section.The results show that the deformation failure types of the levee are mainly soil flow and piping,that might result in potential seepage.According to the project investment,land occupation,relocation,and site layout,the alternatives for reinforcement are compared and the scheme of flood wall and earth embankment is proposed.After checking calculation of the resistance to sliding and anti-seepage stability of levee,the safety of the reinforced levee meets the requirements.
作者
蔡荣源
吴茹
CAl Rongyuan;WU Ru(Reservoir Engineering Management and Service Center,Luoding 527200,China;Yongxing River Irrigation District Management Office,Fengtai 232100,China)
出处
《河南水利与南水北调》
2024年第8期89-90,93,共3页
Henan Water Resources & South-to-North Water Diversion
关键词
堤防
防渗
抗滑
稳定性
levee
seepage control
resistance to sliding
stability