scholarly journals Feasibility study on the application of alum sludge (AS) as alternative landfill liner material in sustainable landfill infrastructure model: XRD and SEM analysis

2019 ◽  
Vol 1349 ◽  
pp. 012041
Author(s):  
N A Muhamad Bashar ◽  
N H Syarhida Isa ◽  
N R Sofiyah Rahman ◽  
S Alias ◽  
T C Chay ◽  
...  
Keyword(s):  
Feasibility Study ◽  
Sem Analysis ◽  
Liner Material ◽  
Landfill Liner ◽  
Alum Sludge

Feasibility study on the application of coal gangue as landfill liner material

2017 ◽  
Vol 63 ◽  
pp. 161-171 ◽  
Author(s):  
Hui Wu ◽  
Qingbo Wen ◽  
Liming Hu ◽  
Meng Gong ◽  
Zili Tang
Keyword(s):  
Feasibility Study ◽  
Coal Gangue ◽  
Liner Material ◽  
Landfill Liner

Shrinkage behavior of clay liner material exposed to simulated municipal solid waste landfill leachate

1988 ◽  
Vol 15 (4) ◽  
pp. 500-508 ◽  
Author(s):  
J. P. A. Hettiaratchi ◽  
S. E. Hrudey ◽  
D. W. Smith ◽  
D. C. C. Sego
Keyword(s):  
Hydraulic Conductivity ◽  
Municipal Solid Waste ◽  
Solid Waste ◽  
Effective Stress ◽  
Clay Liners ◽  
Laboratory Procedure ◽  
Liner Material ◽  
Landfill Liner ◽  
Free Swell ◽  
Soil Shrinkage

The use of hydraulic conductivity (k) of soil material as the sole basis for sanitary landfill liner design is reviewed. On one hand, k measurements obtained in the laboratory often vary by several orders of magnitude. On the other, laboratory-measured k values fail to address field behavior, where crack formation before and (or) during landfill operation may control the bulk permeability.A synaerisis shrinkage test (SST) to study the soil shrinkage caused by municipal solid waste (MSW) leachates is introduced. Leachates cause soil shrinkage by reducing interparticle repulsive stresses thereby increasing effective stress. The effective stress concept and double layer theory adequately describe the synaerisis shrinkage phenomenon. A strong correlation was obtained between percent strain, the soil–liquid parameter determined from SST results, and a volume change parameter (free swell difference, FSD) from sedimentation test results. The results provide a basis for a broader approach to landfill liner design. The SST, which supplies information on both volume shrinkage and permeability changes caused by leachate, provides a useful laboratory procedure for evaluating liner materials. Key words: clay liners, shrinkage, leachate, synaerisis, hydraulic conductivity.

A sustainable landfill liner material: clay-fly ash geopolymers

2021 ◽  
Vol 80 (5) ◽  
pp. 4111-4124
Author(s):  
Elmira Khaksar Najafi ◽  
Reza Jamshidi Chenari ◽  
Meghdad Payan ◽  
Mahyar Arabani
Keyword(s):  
Fly Ash ◽  
Liner Material ◽  
Landfill Liner

Analytical study on the suitability of using bentonite coated gravel as a landfill liner material

2008 ◽  
Vol 28 (12) ◽  
pp. 2635-2644 ◽  
Author(s):  
Anel A. Roberts ◽  
Takayuki Shimaoka
Keyword(s):  
Analytical Study ◽  
Liner Material ◽  
Landfill Liner
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