Stabilisation/solidification of zinc- and copper-contaminated soils using cementitious binders

This report presents detailed studies on the engineering properties and the leaching behaviour, along with the microstructural characteristics of a zinc (Zn)-contaminated soil stabilised with cementitious binders including magnesium oxide (MgO), calcium oxide (CaO) and Portland cement. Specimens are...

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Main Author: Lim, Thiam Loong
Other Authors: Yi Yaolin
Format: Final Year Project (FYP)
Language:English
Published: 2018
Subjects:
Online Access:http://hdl.handle.net/10356/76390
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author Lim, Thiam Loong
author2 Yi Yaolin
author_facet Yi Yaolin
Lim, Thiam Loong
author_sort Lim, Thiam Loong
collection NTU
description This report presents detailed studies on the engineering properties and the leaching behaviour, along with the microstructural characteristics of a zinc (Zn)-contaminated soil stabilised with cementitious binders including magnesium oxide (MgO), calcium oxide (CaO) and Portland cement. Specimens are prepared by adding different concentrations of Zn chloride (ZnCl2) into the soil as contaminants at different levels of Zn concentrations. The Zn concentrations added into the specimens are predetermined at 0.2%, 0.4%, 0.8%, 1.6% and 3.2%. The specimens are compacted and cured for 28 days before tests are carried out to determine properties such as density, water content, unconfined compressive strength (UCS). In addition, leaching test and X-ray diffraction (XRD) analysis are conducted to evaluate the effectiveness of different binders in the implementation of stabilisation/solidification (S/S) technique on Zn-contaminated soil.
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spelling ntu-10356/763902023-03-03T17:24:47Z Stabilisation/solidification of zinc- and copper-contaminated soils using cementitious binders Lim, Thiam Loong Yi Yaolin School of Civil and Environmental Engineering DRNTU::Engineering::Civil engineering::Geotechnical This report presents detailed studies on the engineering properties and the leaching behaviour, along with the microstructural characteristics of a zinc (Zn)-contaminated soil stabilised with cementitious binders including magnesium oxide (MgO), calcium oxide (CaO) and Portland cement. Specimens are prepared by adding different concentrations of Zn chloride (ZnCl2) into the soil as contaminants at different levels of Zn concentrations. The Zn concentrations added into the specimens are predetermined at 0.2%, 0.4%, 0.8%, 1.6% and 3.2%. The specimens are compacted and cured for 28 days before tests are carried out to determine properties such as density, water content, unconfined compressive strength (UCS). In addition, leaching test and X-ray diffraction (XRD) analysis are conducted to evaluate the effectiveness of different binders in the implementation of stabilisation/solidification (S/S) technique on Zn-contaminated soil. Bachelor of Engineering (Civil) 2018-12-24T04:35:12Z 2018-12-24T04:35:12Z 2018 Final Year Project (FYP) http://hdl.handle.net/10356/76390 en Nanyang Technological University 43 p. application/pdf
spellingShingle DRNTU::Engineering::Civil engineering::Geotechnical
Lim, Thiam Loong
Stabilisation/solidification of zinc- and copper-contaminated soils using cementitious binders
title Stabilisation/solidification of zinc- and copper-contaminated soils using cementitious binders
title_full Stabilisation/solidification of zinc- and copper-contaminated soils using cementitious binders
title_fullStr Stabilisation/solidification of zinc- and copper-contaminated soils using cementitious binders
title_full_unstemmed Stabilisation/solidification of zinc- and copper-contaminated soils using cementitious binders
title_short Stabilisation/solidification of zinc- and copper-contaminated soils using cementitious binders
title_sort stabilisation solidification of zinc and copper contaminated soils using cementitious binders
topic DRNTU::Engineering::Civil engineering::Geotechnical
url http://hdl.handle.net/10356/76390
work_keys_str_mv AT limthiamloong stabilisationsolidificationofzincandcoppercontaminatedsoilsusingcementitiousbinders