Stabilisation/Solidification of Pb Polluted Soils: Influence of Contamination Level and Soil:Binder Ratio on the Properties of Cement-Fly Ash Treated Soils

Two soils spiked with lead at different rates were stabilised/solidified using Portland cement and fly ash at different soil:binder ratios and tested for their setting time, unconfined compressive strength (UCS), leachability and durability. Results show that soil texture, percentage of binders and...

Full description

Bibliographic Details
Main Authors: P. Falciglia, F.G.A. Vagliasindi
Format: Article
Language:English
Published: AIDIC Servizi S.r.l. 2013-06-01
Series:Chemical Engineering Transactions
Online Access:https://www.cetjournal.it/index.php/cet/article/view/6459
id doaj-5294ab598e6944ac99ff707c31e22cda
record_format Article
spelling doaj-5294ab598e6944ac99ff707c31e22cda2021-02-22T20:59:52ZengAIDIC Servizi S.r.l.Chemical Engineering Transactions2283-92162013-06-013210.3303/CET1332065Stabilisation/Solidification of Pb Polluted Soils: Influence of Contamination Level and Soil:Binder Ratio on the Properties of Cement-Fly Ash Treated SoilsP. FalcigliaF.G.A. VagliasindiTwo soils spiked with lead at different rates were stabilised/solidified using Portland cement and fly ash at different soil:binder ratios and tested for their setting time, unconfined compressive strength (UCS), leachability and durability. Results show that soil texture, percentage of binders and lead concentration play an important part in the treatment, significantly influencing the performance of the resulting products in terms of curing, compressive strength and durability. Pb soil concentrations higher than 15,000 mg kg-1 were found to heavily reduce the applicability of the treatment requiring the maximum amount of binder in order to satisfy the performance criteria. The performance of sandy soils was shown to be limited by setting time and UCS features due to the retardation of the hydration reactions and also by its leaching behaviour, whereas for silt-clayey soils the critical parameter is the mechanical resistance.https://www.cetjournal.it/index.php/cet/article/view/6459
collection DOAJ
language English
format Article
sources DOAJ
author P. Falciglia
F.G.A. Vagliasindi
spellingShingle P. Falciglia
F.G.A. Vagliasindi
Stabilisation/Solidification of Pb Polluted Soils: Influence of Contamination Level and Soil:Binder Ratio on the Properties of Cement-Fly Ash Treated Soils
Chemical Engineering Transactions
author_facet P. Falciglia
F.G.A. Vagliasindi
author_sort P. Falciglia
title Stabilisation/Solidification of Pb Polluted Soils: Influence of Contamination Level and Soil:Binder Ratio on the Properties of Cement-Fly Ash Treated Soils
title_short Stabilisation/Solidification of Pb Polluted Soils: Influence of Contamination Level and Soil:Binder Ratio on the Properties of Cement-Fly Ash Treated Soils
title_full Stabilisation/Solidification of Pb Polluted Soils: Influence of Contamination Level and Soil:Binder Ratio on the Properties of Cement-Fly Ash Treated Soils
title_fullStr Stabilisation/Solidification of Pb Polluted Soils: Influence of Contamination Level and Soil:Binder Ratio on the Properties of Cement-Fly Ash Treated Soils
title_full_unstemmed Stabilisation/Solidification of Pb Polluted Soils: Influence of Contamination Level and Soil:Binder Ratio on the Properties of Cement-Fly Ash Treated Soils
title_sort stabilisation/solidification of pb polluted soils: influence of contamination level and soil:binder ratio on the properties of cement-fly ash treated soils
publisher AIDIC Servizi S.r.l.
series Chemical Engineering Transactions
issn 2283-9216
publishDate 2013-06-01
description Two soils spiked with lead at different rates were stabilised/solidified using Portland cement and fly ash at different soil:binder ratios and tested for their setting time, unconfined compressive strength (UCS), leachability and durability. Results show that soil texture, percentage of binders and lead concentration play an important part in the treatment, significantly influencing the performance of the resulting products in terms of curing, compressive strength and durability. Pb soil concentrations higher than 15,000 mg kg-1 were found to heavily reduce the applicability of the treatment requiring the maximum amount of binder in order to satisfy the performance criteria. The performance of sandy soils was shown to be limited by setting time and UCS features due to the retardation of the hydration reactions and also by its leaching behaviour, whereas for silt-clayey soils the critical parameter is the mechanical resistance.
url https://www.cetjournal.it/index.php/cet/article/view/6459
work_keys_str_mv AT pfalciglia stabilisationsolidificationofpbpollutedsoilsinfluenceofcontaminationlevelandsoilbinderratioonthepropertiesofcementflyashtreatedsoils
AT fgavagliasindi stabilisationsolidificationofpbpollutedsoilsinfluenceofcontaminationlevelandsoilbinderratioonthepropertiesofcementflyashtreatedsoils
_version_ 1724256375115087872