posted on 2015-12-08, 12:33authored byJamil Raja, Neil Dixon, Gary Fowmes, Matthew FrostMatthew Frost, Peter Assinder
Geosynthetics are commonly employed in landfill applications to provide containment in the capping layer, also referred to as a cover system. This paper presents a case study that compares the CO2 emissions produced from a compacted clay landfill cap as compared to one incorporating geosynthetics. The Life Cycle Analysis boundaries set for this case study were of cradle to end of construction, and including all processes from sourcing of materials through to the end of construction. As-built data provided by the contractors and manufacturers was used to calculate the carbon footprint of each solution. Comparison showed the geosynthetic solution to be more sustainable. However, deficiencies in standard database values revealed inconsistencies and a value for the embodied carbon of clay was calculated using primary data. The embodied carbon value calculated from primary data was much lower than the one initially employed and hence made the clay solution more sustainable where materials were locally available.
History
School
Architecture, Building and Civil Engineering
Published in
PROCEEDINGS OF THE INSTITUTION OF CIVIL ENGINEERS-ENGINEERING SUSTAINABILITY
Volume
167
Issue
5
Pages
197 - 207 (11)
Citation
RAJA, J. ...et al., 2014. Comparison of carbon dioxide emissions for two landfill capping layers. Proceedings of the Institution of Civil Engineers Engineering Sustainability, 167(5), pp. 197-207.
This work is made available according to the conditions of the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 International (CC BY-NC-ND 4.0) licence. Full details of this licence are available at: https://creativecommons.org/licenses/by-nc-nd/4.0/