Skip to main content

Lund University Publications

LUND UNIVERSITY LIBRARIES

Leaching of Heavy Metals from Contaminated Soil Stabilised by Portland Cement and Slag Bremen

Lindh, Per LU and Lemenkova, Polina (2022) In Ecological Chemistry and Engineering S 29(4). p.537-552
Abstract
Leaching behaviour is an important evidence of soil quality. The assessment of leaching of heavy metals from the contaminated soil is vital for environmental applications. However, leaching may differ in soil stabilised by various ratios of binders. In this study we measured leaching behaviour of soil contaminated by As, Cd, Co, Cr, Cu, Hg, Ni, Pb, V, Zn, methyl Hg, aliphatic compounds of hydrocarbons, polycyclic aromatic hydrocarbons (PAHs), polychlorinated biphenyls (PCBs) and dissolved organic carbon (DOC). To evaluate leaching of these substances we tested the effects of changed amount of binder (120 kg and 150 kg) and binder ratios (70/30 %, 50/50 % and 30/70 %)... (More)
Leaching behaviour is an important evidence of soil quality. The assessment of leaching of heavy metals from the contaminated soil is vital for environmental applications. However, leaching may differ in soil stabilised by various ratios of binders. In this study we measured leaching behaviour of soil contaminated by As, Cd, Co, Cr, Cu, Hg, Ni, Pb, V, Zn, methyl Hg, aliphatic compounds of hydrocarbons, polycyclic aromatic hydrocarbons (PAHs), polychlorinated biphenyls (PCBs) and dissolved organic carbon (DOC). To evaluate leaching of these substances we tested the effects of changed amount of binder (120 kg and 150 kg) and binder ratios (70/30 %, 50/50 % and 30/70 %) added to soil samples. Soil was dredged from several stations in Ostrand area, SCA Sundsvall Ortvikens Pappersbruk. The results demonstrated a systematically decreasing leaching with the increased slag. The contribution of this research include: (i) devising systematic approach to extract information on leaching from stabilised soil collected from the coastal area of Bothnian Bay, (ii) developing a workflow for stabilising soils by various combination of Portland cement Basement CEM II/A-V (SS EN 197-1) and ground granulated blast furnace slag (GGBFS), Bremen type (SS EN 15167-1), (iii) determining water ratio and density for the untreated and stabilised soil and performing comparative analysis, (iv) evaluating chemical content of pollutants and toxic elements in the aggregated soil samples. Treatment of the contaminated soil by binders improved its parameters by the increased strength and decreased leaching of heavy metals and toxic elements. (Less)
Please use this url to cite or link to this publication:
author
and
organization
publishing date
type
Contribution to journal
publication status
published
subject
in
Ecological Chemistry and Engineering S
volume
29
issue
4
pages
537 - 552
publisher
Society of Ecological Chemistry and Engineering
external identifiers
  • scopus:85146505361
ISSN
1898-6196
DOI
10.2478/eces-2022-0039
language
English
LU publication?
yes
id
148d5c7e-0828-4b98-a13a-00702ea5b286
date added to LUP
2023-02-13 12:35:28
date last changed
2023-02-14 04:03:20
@article{148d5c7e-0828-4b98-a13a-00702ea5b286,
  abstract     = {{Leaching  behaviour  is  an  important  evidence  of  soil  quality.  The  assessment  of  leaching  of  heavy metals  from  the  contaminated  soil  is  vital  for  environmental  applications.  However,  leaching  may  differ  in  soil stabilised by various ratios of binders. In this study we measured leaching behaviour of soil contaminated by As, Cd,  Co,  Cr,  Cu,  Hg,  Ni,  Pb,  V,  Zn,  methyl  Hg,  aliphatic  compounds  of  hydrocarbons,  polycyclic  aromatic hydrocarbons  (PAHs),  polychlorinated  biphenyls  (PCBs)  and  dissolved  organic  carbon  (DOC).  To  evaluate leaching  of  these  substances  we  tested  the  effects of  changed  amount  of  binder  (120  kg  and  150  kg)  and  binder ratios (70/30 %, 50/50 % and 30/70 %) added to soil samples. Soil was dredged from several stations in Ostrand area,  SCA  Sundsvall  Ortvikens  Pappersbruk.  The  results  demonstrated  a  systematically  decreasing  leaching  with the  increased  slag.  The  contribution  of  this  research  include:  (i)  devising  systematic  approach  to  extract information  on  leaching  from  stabilised  soil  collected  from  the  coastal  area  of  Bothnian  Bay,  (ii)  developing  a workflow for stabilising soils by various combination of Portland cement Basement CEM II/A-V (SS EN 197-1) and  ground  granulated blast  furnace slag  (GGBFS),  Bremen  type  (SS  EN  15167-1),  (iii) determining  water  ratio and  density  for  the  untreated  and  stabilised  soil  and  performing  comparative  analysis,  (iv)  evaluating  chemical content  of  pollutants  and  toxic  elements  in  the  aggregated  soil  samples.  Treatment  of  the  contaminated  soil  by binders  improved  its  parameters  by  the  increased  strength  and  decreased  leaching  of  heavy  metals  and  toxic elements.}},
  author       = {{Lindh, Per and Lemenkova, Polina}},
  issn         = {{1898-6196}},
  language     = {{eng}},
  month        = {{12}},
  number       = {{4}},
  pages        = {{537--552}},
  publisher    = {{Society of Ecological Chemistry and Engineering}},
  series       = {{Ecological Chemistry and Engineering S}},
  title        = {{Leaching of Heavy Metals from Contaminated Soil Stabilised by Portland Cement and Slag Bremen}},
  url          = {{http://dx.doi.org/10.2478/eces-2022-0039}},
  doi          = {{10.2478/eces-2022-0039}},
  volume       = {{29}},
  year         = {{2022}},
}