Investigation of 4-year-old stabilised/solidified and accelerated carbonated contaminated soil.
The investigation of the pilot-scale application of two different stabilisation/solidification (S/S) techniques was carried out at a former fireworks and low explosives manufacturing site in SE England. Cores and granular samples were recovered from uncovered accelerated carbonated (ACT) and cement-treated soils (S/S) after 4 years to evaluate field-performance with time. Samples were prepared for microstructural examination and leaching testing. The results indicated that the cement-treated soil was progressively carbonated over time, whereas the mineralogy of the carbonated soil remained essentially unchanged. Distinct microstructures were developed in the two soils. Although Pb, Zn and Cu leached less from the carbonated soil, these metals were adequately immobilised by both treatments. Geochemical modeling of pH-dependent leaching data suggested that the retention of trace metals resulted from different immobilisation mechanisms operating in the two soils examined.
Antemir
A
A
University of Greenwich, School of Science, Centre for Contaminated Land Remediation, Chatham Maritime, United Kingdom. a.antemir@gre.ac.uk
Hills
C D
CD
Carey
P J
PJ
Magnié
M-C
MC
Polettini
A
A
D002254:Carbonates; D003300:Copper; D053834:Explosive Agents / Q000737:chemistry*; D007220:Industrial Waste / Q000032:analysis*; D007854:Lead; D019216:Metals, Heavy / Q000032:analysis*; D010865:Pilot Projects; D012989:Soil Pollutants / Q000032:analysis*; D015032:Zinc
D002254:Carbonates; D053834:Explosive Agents; D007220:Industrial Waste; D019216:Metals, Heavy; D012989:Soil Pollutants; D007854:Lead; D003300:Copper; D015032:Zinc