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安全填埋场粘土衬层渗透性的试验研究
引用本文:张显龙,夏松林,韩宝平,张雁秋,曹建军. 安全填埋场粘土衬层渗透性的试验研究[J]. 能源环境保护, 2002, 16(4): 26-28
作者姓名:张显龙  夏松林  韩宝平  张雁秋  曹建军
作者单位:中国矿业大学,江苏,徐州,221008
摘    要:工业危险废物填埋场为防渗透,要求两层粘土的渗透系数k<1×10-7cm/s。为满足设计要求,沈阳工业危险废物填理场通过实验确定与其相关的施工参数。如铺土厚度,碾压遍数,碾压机具,粘土的最优含水量,干密度。同时按设计要求测试碾压过的场地渗透系数。

关 键 词:安全填埋场 粘土衬层 试验研究 复合衬层 干密度 渗透系数 最优含水量 工业危险废物
文章编号:1006-8759(2002)04-0026-03
修稿时间:2002-01-03

THE CLAY UNDERLAYER INFILTRATIVE EXPERIMENTATION RESEARCH IN SAFETY BURYING FIELD
ZHANG Xian-long XIA Song-lin HAN Bao-ping ZHANG Yan-qiu CAO Jian-jun. THE CLAY UNDERLAYER INFILTRATIVE EXPERIMENTATION RESEARCH IN SAFETY BURYING FIELD[J]. Energy Environmental Protection, 2002, 16(4): 26-28
Authors:ZHANG Xian-long XIA Song-lin HAN Bao-ping ZHANG Yan-qiu CAO Jian-jun
Abstract:ShengYang industry hazard wase burying field was designed a double deck compound srtucture,required two layer clay infiltrate factor k< 1 X 10 -7cm/s,To meet design request ,experimentation must be taken to ascertain the correlative construction factor. As the thickness of spread clay, the times of grind, the machine of grind, the best containing water amount of clay, the dry density. At the same time, the infiltrate factor of the field grinded must be tested according the design request.
Keywords:compound underlayer  dry density   infiltrate factor   the best containing water amount of clay  
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