Geoenvironmental study on solid waste landfill liner
Hydraulic performance, physical deformation and GCL response to permeants were investigated using powdered and granular GCLs, bentonite and sand. Pollute v.7 simulated contaminant-transport through liner-system, showing ~70% decline in lead and chromium after permeating semi-permeable layer. Sludge...
| Main Author: | |
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| Format: | Thesis |
| Language: | English |
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Curtin University
2015
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| Online Access: | http://hdl.handle.net/20.500.11937/885 |
| _version_ | 1848743509113176064 |
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| author | Budihardjo, Mochamad Arief |
| author_facet | Budihardjo, Mochamad Arief |
| author_sort | Budihardjo, Mochamad Arief |
| building | Curtin Institutional Repository |
| collection | Online Access |
| description | Hydraulic performance, physical deformation and GCL response to permeants were investigated using powdered and granular GCLs, bentonite and sand. Pollute v.7 simulated contaminant-transport through liner-system, showing ~70% decline in lead and chromium after permeating semi-permeable layer. Sludge improved bentonite subgrade shear stability. Carbon reduced sand subgrade’s shear strength, while slag and wood increased. Slag also increased sand layer’s liquefaction-resistance. Plaxis2D FEM model showed wavy ground-surface deformation in sand aquifer by groundwater extraction and dynamic/seismic loading. |
| first_indexed | 2025-11-14T05:46:42Z |
| format | Thesis |
| id | curtin-20.500.11937-885 |
| institution | Curtin University Malaysia |
| institution_category | Local University |
| language | English |
| last_indexed | 2025-11-14T05:46:42Z |
| publishDate | 2015 |
| publisher | Curtin University |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | curtin-20.500.11937-8852017-02-20T06:42:16Z Geoenvironmental study on solid waste landfill liner Budihardjo, Mochamad Arief Hydraulic performance, physical deformation and GCL response to permeants were investigated using powdered and granular GCLs, bentonite and sand. Pollute v.7 simulated contaminant-transport through liner-system, showing ~70% decline in lead and chromium after permeating semi-permeable layer. Sludge improved bentonite subgrade shear stability. Carbon reduced sand subgrade’s shear strength, while slag and wood increased. Slag also increased sand layer’s liquefaction-resistance. Plaxis2D FEM model showed wavy ground-surface deformation in sand aquifer by groundwater extraction and dynamic/seismic loading. 2015 Thesis http://hdl.handle.net/20.500.11937/885 en Curtin University fulltext |
| spellingShingle | Budihardjo, Mochamad Arief Geoenvironmental study on solid waste landfill liner |
| title | Geoenvironmental study on solid waste landfill liner |
| title_full | Geoenvironmental study on solid waste landfill liner |
| title_fullStr | Geoenvironmental study on solid waste landfill liner |
| title_full_unstemmed | Geoenvironmental study on solid waste landfill liner |
| title_short | Geoenvironmental study on solid waste landfill liner |
| title_sort | geoenvironmental study on solid waste landfill liner |
| url | http://hdl.handle.net/20.500.11937/885 |