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dc.contributor.authorBudihardjo, Mochamad Arief
dc.contributor.supervisorDr Amin Chegenizadeh
dc.contributor.supervisorProf. Hamid Nikraz
dc.date.accessioned2017-01-30T09:55:03Z
dc.date.available2017-01-30T09:55:03Z
dc.date.created2015-12-10T00:32:59Z
dc.date.issued2015
dc.identifier.urihttp://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.languageen
dc.publisherCurtin University
dc.titleGeoenvironmental study on solid waste landfill liner
dc.typeThesis
dcterms.educationLevelPhD
curtin.departmentDepartment of Civil Engineering
curtin.accessStatusOpen access


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