Effectiveness of compacted soil liner as a gas barrier layer in the landfill final cover system.
A compacted soil liner (CSL) has been widely used as a single barrier layer or a part of composite barrier layer in the landfill final cover system to prevent water infiltration into solid wastes for its acceptable hydraulic permeability. This study was conducted to test whether the CSL was also effective in prohibiting landfill gas emissions. For this purpose, three different compaction methods (i.e., reduced, standard, and modified Proctor methods) were used to prepare the soil specimens, with nitrogen as gas, and with water and heptane as liquid permeants. Measured gas permeability ranged from 2.03 x 10(-10) to 4.96 x 10(-9) cm(2), which was a magnitude of two or three orders greater than hydraulic permeability (9.60 x 10(-13) to 1.05 x 10(-11) cm(2)). The difference between gas and hydraulic permeabilities can be explained by gas slippage, which makes gas more permeable, and by soil-water interaction, which impedes water flow and then makes water less permeable. This explanation was also supported by the result that a liquid permeability measured with heptane as a non-polar liquid was similar to the intrinsic gas permeability. The data demonstrate that hydraulic requirement for the CSL is not enough to control the gas emissions from a landfill.
Moon
Seheum
S
Institute of Technology, Samsung Engineering and Construction, Seohyun-Dong, Bundang-Gu, Sungnam-Si, Gyonggi-Do 463-824, Republic of Korea.
Nam
Kyoungphile
K
Kim
Jae Young
JY
Hwan
Shim Kyu
SK
Chung
Moonkyung
M
D000538:Aluminum Silicates / Q000032:analysis*; D000077215:Clay; D005740:Gases / Q000737:chemistry*; D010539:Permeability; D012987:Soil / Q000032:analysis*; D018505:Waste Management / Q000379:methods*; D014867:Water / Q000737:chemistry*
D000538:Aluminum Silicates; D005740:Gases; D012987:Soil; D014867:Water; D000077215:Clay