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A Study on Modification of Clayey Soil as Landfill Liner Material

Author: ShiXiaoChun
Tutor: YuRenHuan;WangRongSen
School: Northeastern University
Course: Safety Technology and Engineering
Keywords: landfill bentonite liner material dry density clayey soil
CLC: X705
Type: Master's thesis
Year: 2005
Downloads: 171
Quote: 1
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Abstract


The landfill liner is the key part of a landfill. Basing on the actuality of LaoHuChong landfill in ShenYang, taking factors such as security and cost into consideration, this paper used clayey soil as the landfill liner, which was padded with the Ca-benbonite. First, the effects of dry density, bentonite percentage and bentonite grain distribution on its permeability were studied. Second, the quality of the landfill liner such as chemic enduring, cut intensity, expanding volume,frosting volume were examined. And at last, by the actual tests, the effects of soil’s grain distribution, mixed degree and road rollers on its permeability were analysed.According to the results, it is detected that the effect of the modified clayey soil is the same as the one whose ply is 2m and permeability coefficient is 1.0×10-7cm/s while the modified one is 3050cm and 10-8 cm/s10-9 cm/s, respectively. The proposed process has such advantage as simplicity in operation, good effect and low cost. At the same time, it is also detected that dry density is the main factor affecting the quality of the landfill liner.

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CLC: > Environmental science, safety science > Processing and comprehensive utilization of waste > General issues > Solid waste disposal and utilization
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