Effect Of Coir Fibres On The Compaction And Unconfined Compressive Strength Of Bentonite-Lime-Gypsum Mixture

This paper presents the effect of coir fibres on the compaction and unconfined compressive strength of a bentonite-lime-gypsum mixture. The coir fiber content varied from 0.5 to 2 %. The results indicated that the dry unit weight and the optimum moisture content of a bentonite – lime mix increased w...

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Main Authors: Tilak B. Vidya, Dutta Rakesh Kumar, Mohanty Bijayananda
Format: Article
Language:English
Published: Sciendo 2015-06-01
Series:Slovak Journal of Civil Engineering
Subjects:
Online Access:http://www.degruyter.com/view/j/sjce.2015.23.issue-2/sjce-2015-0006/sjce-2015-0006.xml?format=INT
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spelling doaj-166480c1d3e9461fb5a6e78f21a29f552020-11-25T00:26:08ZengSciendoSlovak Journal of Civil Engineering1210-38961338-39732015-06-012321810.1515/sjce-2015-0006sjce-2015-0006Effect Of Coir Fibres On The Compaction And Unconfined Compressive Strength Of Bentonite-Lime-Gypsum MixtureTilak B. Vidya0Dutta Rakesh Kumar1Mohanty Bijayananda2 Department of Civil Engineering, National Institute of Technology, Hamirpur – 177005, Himachal Pradesh, India Department of Civil Engineering, National Institute of Technology, Hamirpur – 177005, Himachal Pradesh, India Department of Civil Engineering, National Institute of Technology, Hamirpur – 177005, Himachal Pradesh, IndiaThis paper presents the effect of coir fibres on the compaction and unconfined compressive strength of a bentonite-lime-gypsum mixture. The coir fiber content varied from 0.5 to 2 %. The results indicated that the dry unit weight and the optimum moisture content of a bentonite – lime mix increased with the addition of gypsum. The unconfined compressive strength of the bentonite increased with the increase in the lime content up to 8 %. Beyond 8 %, the unconfined compressive strength decreased. The dry unit weight of the reference mix decreased, and the optimum moisture content increased with the addition of coir fibre. The unconfined compressive strength of the bentonite + 8 % lime mix increased up to 4 % with the gypsum. Beyond 4 %, the unconfined compressive strength decreased. The unconfined compressive strength of the reference mix increased with the addition of coir fibre up to a fibre content of 1.5 %. The unconfined compressive strength of the reference mix-coir fibre composite was less in comparison to the reference mix. The unconfined compressive strength of the bentonite increased with the addition of lime and gypsum and with the increase in the curing period. The improvement in the post-peak region was better for the reference mix with reinforced coir fibres as compared to the unreinforced reference mix. The improved post-peak behaviour of the bentonite-lime-gypsum-coir fibre mixture could boost the construction of temporary roads on such problematic soils. Further, its use will also provide an environmental motivation for providing a means of consuming large quantities of coir fibres.http://www.degruyter.com/view/j/sjce.2015.23.issue-2/sjce-2015-0006/sjce-2015-0006.xml?format=INTBentonitelimegypsumunconfined compressive strengthcoir fibre
collection DOAJ
language English
format Article
sources DOAJ
author Tilak B. Vidya
Dutta Rakesh Kumar
Mohanty Bijayananda
spellingShingle Tilak B. Vidya
Dutta Rakesh Kumar
Mohanty Bijayananda
Effect Of Coir Fibres On The Compaction And Unconfined Compressive Strength Of Bentonite-Lime-Gypsum Mixture
Slovak Journal of Civil Engineering
Bentonite
lime
gypsum
unconfined compressive strength
coir fibre
author_facet Tilak B. Vidya
Dutta Rakesh Kumar
Mohanty Bijayananda
author_sort Tilak B. Vidya
title Effect Of Coir Fibres On The Compaction And Unconfined Compressive Strength Of Bentonite-Lime-Gypsum Mixture
title_short Effect Of Coir Fibres On The Compaction And Unconfined Compressive Strength Of Bentonite-Lime-Gypsum Mixture
title_full Effect Of Coir Fibres On The Compaction And Unconfined Compressive Strength Of Bentonite-Lime-Gypsum Mixture
title_fullStr Effect Of Coir Fibres On The Compaction And Unconfined Compressive Strength Of Bentonite-Lime-Gypsum Mixture
title_full_unstemmed Effect Of Coir Fibres On The Compaction And Unconfined Compressive Strength Of Bentonite-Lime-Gypsum Mixture
title_sort effect of coir fibres on the compaction and unconfined compressive strength of bentonite-lime-gypsum mixture
publisher Sciendo
series Slovak Journal of Civil Engineering
issn 1210-3896
1338-3973
publishDate 2015-06-01
description This paper presents the effect of coir fibres on the compaction and unconfined compressive strength of a bentonite-lime-gypsum mixture. The coir fiber content varied from 0.5 to 2 %. The results indicated that the dry unit weight and the optimum moisture content of a bentonite – lime mix increased with the addition of gypsum. The unconfined compressive strength of the bentonite increased with the increase in the lime content up to 8 %. Beyond 8 %, the unconfined compressive strength decreased. The dry unit weight of the reference mix decreased, and the optimum moisture content increased with the addition of coir fibre. The unconfined compressive strength of the bentonite + 8 % lime mix increased up to 4 % with the gypsum. Beyond 4 %, the unconfined compressive strength decreased. The unconfined compressive strength of the reference mix increased with the addition of coir fibre up to a fibre content of 1.5 %. The unconfined compressive strength of the reference mix-coir fibre composite was less in comparison to the reference mix. The unconfined compressive strength of the bentonite increased with the addition of lime and gypsum and with the increase in the curing period. The improvement in the post-peak region was better for the reference mix with reinforced coir fibres as compared to the unreinforced reference mix. The improved post-peak behaviour of the bentonite-lime-gypsum-coir fibre mixture could boost the construction of temporary roads on such problematic soils. Further, its use will also provide an environmental motivation for providing a means of consuming large quantities of coir fibres.
topic Bentonite
lime
gypsum
unconfined compressive strength
coir fibre
url http://www.degruyter.com/view/j/sjce.2015.23.issue-2/sjce-2015-0006/sjce-2015-0006.xml?format=INT
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AT mohantybijayananda effectofcoirfibresonthecompactionandunconfinedcompressivestrengthofbentonitelimegypsummixture
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