山谷型安全填埋场实施粘土衬层的探讨  

A Discussion on Application of Clay Underlayer to Valey-Type Waste Landfill

作　　者：曾宪坤[1] 

机构地区：[1]中国瑞林工程技术有限公司,江西南昌330002

出　　处：《有色冶金设计与研究》2009年第6期13-15,19,共4页Nonferrous Metals Engineering & Research

摘　　要：粘土防渗衬层是构成危险废物安全填埋场防渗系统的重点,要求其渗透系数≤1.0×10-7cm/s,厚度不小于0.5 m,对于山谷型安全填埋场来说实施起来具有一定的难度。本文主要从材料、设计、施工三大因素对安全填埋场实施粘土防渗衬层进行探讨。Clay underlayer is the major component of the antiseepage system of a hazardous waste landfill its infiltration coefficient is required to be lower than or equal to 1.0×10^-7cm/s and its thickness not less than 0.5 m. This is difficult for a valley-type waste landfill to implement. This paper has a discussion on the application of clay underlayer to waste landfill from the aspects of material design and construction.

关 键 词：危险废物 安全填埋场 粘土衬层 

分 类 号：X705[环境科学与工程—环境工程]