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Improvement of engineering properties of liquefied soil using Bio-VegeGrout

Lab tests were carried out in order to analyze and investigate the liquefaction behavior of marine deposit soil which was placed in the region of LCCT, Sepang. The soil was found exposed to liquefaction. Step to improvise the soil was to inject Biovege grout into the soil sample. Soil sample was pre...

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Main Authors: Baharuddin, I.N.Z., Omar, R.C., Devarajan, Y.
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Published: 2018
Online Access:http://dspace.uniten.edu.my/jspui/handle/123456789/10057
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spelling my.uniten.dspace-100572018-03-19T00:50:51Z Improvement of engineering properties of liquefied soil using Bio-VegeGrout Baharuddin, I.N.Z. Omar, R.C. Devarajan, Y. Lab tests were carried out in order to analyze and investigate the liquefaction behavior of marine deposit soil which was placed in the region of LCCT, Sepang. The soil was found exposed to liquefaction. Step to improvise the soil was to inject Biovege grout into the soil sample. Soil sample was prepared with three different grout amount, 10%, 25% and 50%. The relation between percentage of Biovege grout injected and soil improvement were observed and recorded. The void ratio and the permeability of the soil sample decreased with increasing grout percentage. The soil becomes stiffer as the amount of grout used increase. The results obtained indicate, higher amount of grout injection reflects better soil improvement in term of cohesion, friction angle, shear stress and void ratio. The Biovege grout increases the resistance of soil against liquefaction © Published under licence by IOP Publishing Ltd. 2018-03-19T00:50:50Z 2018-03-19T00:50:50Z 2013 http://dspace.uniten.edu.my/jspui/handle/123456789/10057
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
description Lab tests were carried out in order to analyze and investigate the liquefaction behavior of marine deposit soil which was placed in the region of LCCT, Sepang. The soil was found exposed to liquefaction. Step to improvise the soil was to inject Biovege grout into the soil sample. Soil sample was prepared with three different grout amount, 10%, 25% and 50%. The relation between percentage of Biovege grout injected and soil improvement were observed and recorded. The void ratio and the permeability of the soil sample decreased with increasing grout percentage. The soil becomes stiffer as the amount of grout used increase. The results obtained indicate, higher amount of grout injection reflects better soil improvement in term of cohesion, friction angle, shear stress and void ratio. The Biovege grout increases the resistance of soil against liquefaction © Published under licence by IOP Publishing Ltd.
format
author Baharuddin, I.N.Z.
Omar, R.C.
Devarajan, Y.
spellingShingle Baharuddin, I.N.Z.
Omar, R.C.
Devarajan, Y.
Improvement of engineering properties of liquefied soil using Bio-VegeGrout
author_facet Baharuddin, I.N.Z.
Omar, R.C.
Devarajan, Y.
author_sort Baharuddin, I.N.Z.
title Improvement of engineering properties of liquefied soil using Bio-VegeGrout
title_short Improvement of engineering properties of liquefied soil using Bio-VegeGrout
title_full Improvement of engineering properties of liquefied soil using Bio-VegeGrout
title_fullStr Improvement of engineering properties of liquefied soil using Bio-VegeGrout
title_full_unstemmed Improvement of engineering properties of liquefied soil using Bio-VegeGrout
title_sort improvement of engineering properties of liquefied soil using bio-vegegrout
publishDate 2018
url http://dspace.uniten.edu.my/jspui/handle/123456789/10057
_version_ 1644494885831573504
score 13.154949

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