Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat

The stabilization of soils with additives is a chemical method that can be used to improve soils with weak engineering properties. Although the effects of non-traditional additives on the geotechnical properties of tropical soils have been subject of investigation in recent years, the effects of mag...

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Main Authors: Latifi, Nima, A. Rashid, Ahmad Safuan, Marto, Aminaton, Md. Tahir, Mahmood
Format: Article
Published: Springer Verlag 2016
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Online Access:http://eprints.utm.my/id/eprint/73879/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84955518009&doi=10.1007%2fs12665-015-4788-6&partnerID=40&md5=040d81c6e66797bed0eb3b00b0c70de7
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Institution: Universiti Teknologi Malaysia
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spelling my.utm.738792017-11-21T03:28:06Z http://eprints.utm.my/id/eprint/73879/ Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat Latifi, Nima A. Rashid, Ahmad Safuan Marto, Aminaton Md. Tahir, Mahmood TA Engineering (General). Civil engineering (General) The stabilization of soils with additives is a chemical method that can be used to improve soils with weak engineering properties. Although the effects of non-traditional additives on the geotechnical properties of tropical soils have been subject of investigation in recent years, the effects of magnesium chloride (MgCl2) on the macro- and micro-structural characteristics of peat soil have not been fully studied. This study investigates the effect of MgCl2 on the physico-chemical characteristics of tropical peat. Unconfined compression strength tests were performed as an index of soil improvement in treated samples. In addition, the micro-structural characteristics of untreated and treated peat were investigated using various spectroscopic and microscopic techniques such as X-ray diffractometry, energy-dispersive X-ray spectrometry, field emission scanning electron microscopy, Fourier transform infrared spectroscopy, and Brunauer, Emmett, and Teller surface area analysis. From an engineering point of view, the results indicated that the strength of MgCl2-stabilized peat improved significantly. The degree of improvement was approximately six times stronger than untreated peat, after a 7-day curing period. Additionally, the micro-structural study revealed that the stabilization process led to a few changes in the mineralogical, morphological, and molecular characteristics of the selected peat. The pores of the peat were filled by newly formed crystalline compounds known as magnesium aluminate hydrate (M–A–H). Springer Verlag 2016 Article PeerReviewed Latifi, Nima and A. Rashid, Ahmad Safuan and Marto, Aminaton and Md. Tahir, Mahmood (2016) Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat. Environmental Earth Sciences, 75 (3). pp. 1-9. ISSN 1866-6280 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84955518009&doi=10.1007%2fs12665-015-4788-6&partnerID=40&md5=040d81c6e66797bed0eb3b00b0c70de7
institution Universiti Teknologi Malaysia
building UTM Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Teknologi Malaysia
content_source UTM Institutional Repository
url_provider http://eprints.utm.my/
topic TA Engineering (General). Civil engineering (General)
spellingShingle TA Engineering (General). Civil engineering (General)
Latifi, Nima
A. Rashid, Ahmad Safuan
Marto, Aminaton
Md. Tahir, Mahmood
Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat
description The stabilization of soils with additives is a chemical method that can be used to improve soils with weak engineering properties. Although the effects of non-traditional additives on the geotechnical properties of tropical soils have been subject of investigation in recent years, the effects of magnesium chloride (MgCl2) on the macro- and micro-structural characteristics of peat soil have not been fully studied. This study investigates the effect of MgCl2 on the physico-chemical characteristics of tropical peat. Unconfined compression strength tests were performed as an index of soil improvement in treated samples. In addition, the micro-structural characteristics of untreated and treated peat were investigated using various spectroscopic and microscopic techniques such as X-ray diffractometry, energy-dispersive X-ray spectrometry, field emission scanning electron microscopy, Fourier transform infrared spectroscopy, and Brunauer, Emmett, and Teller surface area analysis. From an engineering point of view, the results indicated that the strength of MgCl2-stabilized peat improved significantly. The degree of improvement was approximately six times stronger than untreated peat, after a 7-day curing period. Additionally, the micro-structural study revealed that the stabilization process led to a few changes in the mineralogical, morphological, and molecular characteristics of the selected peat. The pores of the peat were filled by newly formed crystalline compounds known as magnesium aluminate hydrate (M–A–H).
format Article
author Latifi, Nima
A. Rashid, Ahmad Safuan
Marto, Aminaton
Md. Tahir, Mahmood
author_facet Latifi, Nima
A. Rashid, Ahmad Safuan
Marto, Aminaton
Md. Tahir, Mahmood
author_sort Latifi, Nima
title Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat
title_short Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat
title_full Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat
title_fullStr Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat
title_full_unstemmed Effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat
title_sort effect of magnesium chloride solution on the physico-chemical characteristics of tropical peat
publisher Springer Verlag
publishDate 2016
url http://eprints.utm.my/id/eprint/73879/
https://www.scopus.com/inward/record.uri?eid=2-s2.0-84955518009&doi=10.1007%2fs12665-015-4788-6&partnerID=40&md5=040d81c6e66797bed0eb3b00b0c70de7
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