卫生填埋场防渗衬垫系统优化设计  

CONSIDERATION ON THE OPTIMIZATION OF LINER SYSTEM OF MUNICIPAL SOLID WASTE SANITARY LANDFILLS

作　　者：丰土根[1,2] 张乾飞[3] 

机构地区：[1]河海大学岩土力学与堤防工程教育部重点实验室,南京210098 [2]河海大学岩土工程科学研究所,南京210098 [3]上海市政工程设计研究总院,上海200092

出　　处：《环境工程》2009年第6期85-89,共5页Environmental Engineering

摘　　要：根据已建卫生填埋场防渗衬垫设计的实践经验总结,指出垃圾卫生填埋场防渗衬垫设计应从结构稳定、污染防治、减压导排等几方面进行综合考虑。采用现代环境卫生技术和环境土工技术,对防渗衬垫系统进行优化设计,并将其应用至现代卫生填埋场防渗衬垫设计中。The structure stability,pollution prevention,and leachate drainage shall be taken into account to design the liner systems for sanitary landfills according to the practical experiences from the existing landfills.The problems above mentioned are considered by means of environmental sanitation techniques and geoenvironmental techniques,and the optimization of liner systems for modern sanitary landfills are presented for engineering applications.

关 键 词：垃圾卫生填埋场 防渗结构 优化设计 

分 类 号：TU761.11[建筑科学—建筑技术科学] TU993.3