Utilization of lime for stabilizing soft clay soil of high organic content

This paper presents the results of geotechnical and mineralogical investigations on lime-treated soft clay soil from Idku City, Egypt, where high organic matters of about 14% exist. Lime was added in the order of 1, 3, 5 and 7% by weight and laboratory experiments after 7, 15, 30 and 60 days were co...

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Main Authors: Sakr, M., Shahin, Mohamed, Metwally, Y.
Format: Journal Article
Published: Springer 2009
Subjects:
Online Access:http://hdl.handle.net/20.500.11937/9847
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author Sakr, M.
Shahin, Mohamed
Metwally, Y.
author_facet Sakr, M.
Shahin, Mohamed
Metwally, Y.
author_sort Sakr, M.
building Curtin Institutional Repository
collection Online Access
description This paper presents the results of geotechnical and mineralogical investigations on lime-treated soft clay soil from Idku City, Egypt, where high organic matters of about 14% exist. Lime was added in the order of 1, 3, 5 and 7% by weight and laboratory experiments after 7, 15, 30 and 60 days were conducted including the mineralogical and microstructural examinations, grain size analysis, plasticity limits, unconfined compressive tests, vane shear tests and oedometer tests. The results indicate that soft clay soil of high organic content of 14% can be stabilized satisfactorily with the addition of 7% lime. The results also demonstrate that the changes in the mineralogical contents and soil fabric of high organic lime-treated soft clay improve soil plasticity, strength and compressibility.
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institution Curtin University Malaysia
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publishDate 2009
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spelling curtin-20.500.11937-98472017-09-13T15:54:07Z Utilization of lime for stabilizing soft clay soil of high organic content Sakr, M. Shahin, Mohamed Metwally, Y. cementing agents lime stabilisation soft clay pozzolanic organic matters This paper presents the results of geotechnical and mineralogical investigations on lime-treated soft clay soil from Idku City, Egypt, where high organic matters of about 14% exist. Lime was added in the order of 1, 3, 5 and 7% by weight and laboratory experiments after 7, 15, 30 and 60 days were conducted including the mineralogical and microstructural examinations, grain size analysis, plasticity limits, unconfined compressive tests, vane shear tests and oedometer tests. The results indicate that soft clay soil of high organic content of 14% can be stabilized satisfactorily with the addition of 7% lime. The results also demonstrate that the changes in the mineralogical contents and soil fabric of high organic lime-treated soft clay improve soil plasticity, strength and compressibility. 2009 Journal Article http://hdl.handle.net/20.500.11937/9847 10.1007/s10706-008-9215-2 Springer fulltext
spellingShingle cementing agents
lime stabilisation
soft clay
pozzolanic
organic matters
Sakr, M.
Shahin, Mohamed
Metwally, Y.
Utilization of lime for stabilizing soft clay soil of high organic content
title Utilization of lime for stabilizing soft clay soil of high organic content
title_full Utilization of lime for stabilizing soft clay soil of high organic content
title_fullStr Utilization of lime for stabilizing soft clay soil of high organic content
title_full_unstemmed Utilization of lime for stabilizing soft clay soil of high organic content
title_short Utilization of lime for stabilizing soft clay soil of high organic content
title_sort utilization of lime for stabilizing soft clay soil of high organic content
topic cementing agents
lime stabilisation
soft clay
pozzolanic
organic matters
url http://hdl.handle.net/20.500.11937/9847