Geoenvironmental study on solid waste landfill liner
| dc.contributor.author | Budihardjo, Mochamad Arief | |
| dc.contributor.supervisor | Dr Amin Chegenizadeh | |
| dc.contributor.supervisor | Prof. Hamid Nikraz | |
| dc.date.accessioned | 2017-01-30T09:55:03Z | |
| dc.date.available | 2017-01-30T09:55:03Z | |
| dc.date.created | 2015-12-10T00:32:59Z | |
| dc.date.issued | 2015 | |
| dc.identifier.uri | http://hdl.handle.net/20.500.11937/885 | |
| dc.description.abstract |
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. | |
| dc.language | en | |
| dc.publisher | Curtin University | |
| dc.title | Geoenvironmental study on solid waste landfill liner | |
| dc.type | Thesis | |
| dcterms.educationLevel | PhD | |
| curtin.department | Department of Civil Engineering | |
| curtin.accessStatus | Open access |