Stabilization of low plastic and high plastic clay using guar gum biopolymer

In geotechnical engineering, soil stabilization provides practical and cost-effective solutions related to problematic soils. With the growing necessity for environmentally friendly and sustainable materials, researchers have been exploring alternative methods such as biological approaches for soil...

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Main Authors: Muhammad Ali Rehman, Turab Jafri
Format: Article
Language:English
Published: Ayandegan Institute of Higher Education, Iran 2020-09-01
Series:Journal of Applied Research on Industrial Engineering
Subjects:
Online Access:http://www.journal-aprie.com/article_120675.html
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spelling doaj-88415720dd9b41589224c0098c156b912021-10-02T18:24:48ZengAyandegan Institute of Higher Education, IranJournal of Applied Research on Industrial Engineering2538-51002020-09-017432934310.22105/JARIE.2020.247859.1195Stabilization of low plastic and high plastic clay using guar gum biopolymerMuhammad Ali Rehman0Turab Jafri1Institute of Civil Engineering, National University of Sciences and Technology (NUST), Islamabad, Pakistan.Institute of Civil Engineering, National University of Sciences and Technology (NUST), Islamabad, Pakistan.In geotechnical engineering, soil stabilization provides practical and cost-effective solutions related to problematic soils. With the growing necessity for environmentally friendly and sustainable materials, researchers have been exploring alternative methods such as biological approaches for soil stabilization. Biopolymers are produced from living organisms and are considered to be environmentally friendly soil stabilizers. A detailed study on stabilization of soil using Guar Gum biopolymer was carried out through intensive laboratory testing. For this purpose, low plastic (CL) and high plastic (CH) clays were treated with varying contents of Guar Gum biopolymer (1%, 2%, 3% and 4%) by the weight of dry soil. The experimental program mainly focused on compaction characteristics, unconfined compressive strength, California Bearing Ratio (CBR) and swell potential tests. All the samples were prepared on dry mix basis. The UCS of cured and soaked samples was tested after 2, 7, 14 and 28 days of curing and soaking. Strengthening effect of Guar Gum biopolymer was observed with the increasing biopolymer content and curing period. An increase of 182.64% and 243.30% was observed in the UCS of CL and CH respectively at the end of curing period using 2% biopolymer content. The results indicated a significant increase in the CBR of both CL and CH under soaked and unsoaked conditions. The incorporation of Guar Gum biopolymer has shown significant improvement in geotechnical properties of low plastic and high plastic clays and can be adopted as a potentially sustainable soil stabilizer.http://www.journal-aprie.com/article_120675.htmlbiopolymerguar gumlow plastic clayhigh plastic claysoil stabilizationcompressive strength
collection DOAJ
language English
format Article
sources DOAJ
author Muhammad Ali Rehman
Turab Jafri
spellingShingle Muhammad Ali Rehman
Turab Jafri
Stabilization of low plastic and high plastic clay using guar gum biopolymer
Journal of Applied Research on Industrial Engineering
biopolymer
guar gum
low plastic clay
high plastic clay
soil stabilization
compressive strength
author_facet Muhammad Ali Rehman
Turab Jafri
author_sort Muhammad Ali Rehman
title Stabilization of low plastic and high plastic clay using guar gum biopolymer
title_short Stabilization of low plastic and high plastic clay using guar gum biopolymer
title_full Stabilization of low plastic and high plastic clay using guar gum biopolymer
title_fullStr Stabilization of low plastic and high plastic clay using guar gum biopolymer
title_full_unstemmed Stabilization of low plastic and high plastic clay using guar gum biopolymer
title_sort stabilization of low plastic and high plastic clay using guar gum biopolymer
publisher Ayandegan Institute of Higher Education, Iran
series Journal of Applied Research on Industrial Engineering
issn 2538-5100
publishDate 2020-09-01
description In geotechnical engineering, soil stabilization provides practical and cost-effective solutions related to problematic soils. With the growing necessity for environmentally friendly and sustainable materials, researchers have been exploring alternative methods such as biological approaches for soil stabilization. Biopolymers are produced from living organisms and are considered to be environmentally friendly soil stabilizers. A detailed study on stabilization of soil using Guar Gum biopolymer was carried out through intensive laboratory testing. For this purpose, low plastic (CL) and high plastic (CH) clays were treated with varying contents of Guar Gum biopolymer (1%, 2%, 3% and 4%) by the weight of dry soil. The experimental program mainly focused on compaction characteristics, unconfined compressive strength, California Bearing Ratio (CBR) and swell potential tests. All the samples were prepared on dry mix basis. The UCS of cured and soaked samples was tested after 2, 7, 14 and 28 days of curing and soaking. Strengthening effect of Guar Gum biopolymer was observed with the increasing biopolymer content and curing period. An increase of 182.64% and 243.30% was observed in the UCS of CL and CH respectively at the end of curing period using 2% biopolymer content. The results indicated a significant increase in the CBR of both CL and CH under soaked and unsoaked conditions. The incorporation of Guar Gum biopolymer has shown significant improvement in geotechnical properties of low plastic and high plastic clays and can be adopted as a potentially sustainable soil stabilizer.
topic biopolymer
guar gum
low plastic clay
high plastic clay
soil stabilization
compressive strength
url http://www.journal-aprie.com/article_120675.html
work_keys_str_mv AT muhammadalirehman stabilizationoflowplasticandhighplasticclayusingguargumbiopolymer
AT turabjafri stabilizationoflowplasticandhighplasticclayusingguargumbiopolymer
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