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城市固体废物填埋场防护层天然材料研究
引用本文:何连生,赵勇胜,郑连阁. 城市固体废物填埋场防护层天然材料研究[J]. 环境工程, 2002, 20(4): 50-53
作者姓名:何连生  赵勇胜  郑连阁
作者单位:吉林大学环境与资源学院,吉林,长春,130026
基金项目:“国家教委优秀年轻教师基金 (1 999 2 0 0 2 )”,“吉林省杰出青年基金”资助项目
摘    要:提出用石灰和粉煤灰对常用的粘土 +蒙脱土的衬里进行改性。对石灰配比为 0 %、0 4 %、1%、2 %、6 %、10 %的6种复合衬里、“三明治”结构的复合衬里 ,以及粉煤灰比例为 15 % ,2 5 % ,35 % ,5 0 %的 4种复合衬里 ,从渗透系数、衰减能力的角度进行了系列测试 ,得出了石灰配比为 10 %的复合土Ⅰ衬里和“三明治”结构复合土衬里性能良好、成本低、值得推广

关 键 词:卫生填埋场  复合土衬里  渗透系数  硬凝作用  垃圾渗滤液

THE STUDY ON NATURAL MATERIALS OF LINER FOR MSW LANDFILL
He Liansheng et al. THE STUDY ON NATURAL MATERIALS OF LINER FOR MSW LANDFILL[J]. Environmental Engineering, 2002, 20(4): 50-53
Authors:He Liansheng et al
Affiliation:He Liansheng et al
Abstract:This paper proposes two new kinds of liners.A series of columns were used to evaluate the permeability of the new compound soils.Compound soil Ⅰ with the six ratios of lime to the mixture of montmorillonite+silt soil—respectively,0%,0.4%,1%,2%,6%,10%,a liner with sandwich structure and compound soil Ⅱ with four ratios of fly ash to the mixture of montmorillonite+silt clay,were tested in term of their permeability,attenuation ability.We draw the conclusion:the compound soil Ⅰ with the ratio of lime to the mixture of montmorillonite+silt soil,10%,and the liner with `sandwich' structure perform well and cost lowly,which are worth while popularizing.
Keywords:landfill  compound soil liner   permeability coefficient   pozzolanic reaction and refuse leachate
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