Literature DB >> 21409547

Process envelopes for stabilisation/solidification of contaminated soil using lime-slag blend.

Reginald B Kogbara1, Yaolin Yi, Abir Al-Tabbaa.   

Abstract

PURPOSE: Stabilisation/solidification (S/S) has emerged as an efficient and cost-effective technology for the treatment of contaminated soils. However, the performance of S/S-treated soils is governed by several intercorrelated variables, which complicates the optimisation of the treatment process design. Therefore, it is desirable to develop process envelopes, which define the range of operating variables that result in acceptable performance.
METHODS: In this work, process envelopes were developed for S/S treatment of contaminated soil with a blend of hydrated lime (hlime) and ground granulated blast furnace slag (GGBS) as the binder (hlime/GGBS = 1:4). A sand contaminated with a mixture of heavy metals and petroleum hydrocarbons was treated with 5%, 10% and 20% binder dosages, at different water contents. The effectiveness of the treatment was assessed using unconfined compressive strength (UCS), permeability, acid neutralisation capacity and contaminant leachability with pH, at set periods.
RESULTS: The UCS values obtained after 28 days of treatment were up to ∼800 kPa, which is quite low, and permeability was ∼10(-8) m/s, which is higher than might be required. However, these values might be acceptable in some scenarios. The binder significantly reduced the leachability of cadmium and nickel. With the 20% dosage, both metals met the waste acceptance criteria for inert waste landfill and relevant environmental quality standards.
CONCLUSIONS: The results show that greater than 20% dosage would be required to achieve a balance of acceptable mechanical and leaching properties. Overall, the process envelopes for different performance criteria depend on the end-use of the treated material.

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Year:  2011        PMID: 21409547     DOI: 10.1007/s11356-011-0480-x

Source DB:  PubMed          Journal:  Environ Sci Pollut Res Int        ISSN: 0944-1344            Impact factor:   4.223


  2 in total

1.  Mechanical and leaching behaviour of slag-cement and lime-activated slag stabilised/solidified contaminated soil.

Authors:  Reginald B Kogbara; Abir Al-Tabbaa
Journal:  Sci Total Environ       Date:  2011-03-21       Impact factor: 7.963

2.  Evaluating the applicability of a modified toxicity characteristic leaching procedure (TCLP) for the classification of cementitious wastes containing lead and cadmium.

Authors:  Cheryl E Halim; Rose Amal; Donia Beydoun; Jason A Scott; Gary Low
Journal:  J Hazard Mater       Date:  2003-10-01       Impact factor: 10.588

  2 in total
  2 in total

1.  Comparisons of operating envelopes for contaminated soil stabilised/solidified with different cementitious binders.

Authors:  Reginald B Kogbara; Abir Al-Tabbaa; Julia A Stegemann
Journal:  Environ Sci Pollut Res Int       Date:  2013-11-16       Impact factor: 4.223

2.  Influence of Freeze-Thaw Cycles and Binder Dosage on the Engineering Properties of Compound Solidified/Stabilized Lead-Contaminated Soils.

Authors:  Zhongping Yang; Yao Wang; Denghua Li; Xuyong Li; Xinrong Liu
Journal:  Int J Environ Res Public Health       Date:  2020-02-08       Impact factor: 3.390

  2 in total

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