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Mechanical behavior of compacted and stabilized clay with kaolin and cement

Bearings (machine parts); Binders; Bins; Cements; Clay; Compaction; Compressive strength; Highway engineering; Kaolin; Portland cement; Shear strength; Silica sand; Soil cement; Soils; Stabilization; Strength of materials; California bearing ratio; Engineering characteristics; Engineering properties...

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Main Authors: Mousavi S., Wong L.S.
Other Authors: 56468809700
Format: Article
Published: Jordan University of Science and Technology 2023
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spelling my.uniten.dspace-225102023-05-29T14:01:28Z Mechanical behavior of compacted and stabilized clay with kaolin and cement Mousavi S. Wong L.S. 56468809700 55504782500 Bearings (machine parts); Binders; Bins; Cements; Clay; Compaction; Compressive strength; Highway engineering; Kaolin; Portland cement; Shear strength; Silica sand; Soil cement; Soils; Stabilization; Strength of materials; California bearing ratio; Engineering characteristics; Engineering properties; Laboratory investigations; Ordinary Portland cement; Stabilized soils; Standard Proctor compaction; Unconfined compressive strength; Soil testing This paper focuses on the potential use of kaolin and cement for stabilization of soft clay and the application of stabilized soil as a highway embankment material. The problem of soft clay which is encountered in many geotechnical projects is its low shear strength and bearing capacity due to poor engineering properties of the soil. Therefore, soft clay has to be improved before any ground improvement work can commence. The mechanical behavior of stabilized soil was investigated on the basis of standard Proctor compaction, California bearing ratio (CBR), unconfined compression and direct shear tests. The main objective of this paper is to assess the mechanical behavior of treated soil with cement and kaolin. The results of laboratory investigation indicate an increase in the shear strength, CBR value and unconfined compressive strength of the treated soil with binder composition of OPC 8%, K 2% and SS 5%. Besides, it was proven that engineering characteristics of stabilized soil with binder composition of OPC 8%, K 2% and SS 5% are superior to those stabilized with lower percentages (i.e., less than 2%) of kaolin. The outcome of the study is an optimal mix design of stabilized clay, which can be applied to improve soft clay. It is revealed that ordinary Portland cement can be partially replaced with 2% kaolin. Furthermore, the stabilized soil with cement and kaolin can be applied in highway construction; however, sufficient laboratory and in situ testing is needed before proceeding to field trial. � 2015 JUST. All Rights Reserved. Final 2023-05-29T06:01:28Z 2023-05-29T06:01:28Z 2015 Article 10.14525/jjce.9.4.3120 2-s2.0-84943748840 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84943748840&doi=10.14525%2fjjce.9.4.3120&partnerID=40&md5=b82d0c2a444ca51a8ff285955b4550b9 https://irepository.uniten.edu.my/handle/123456789/22510 9 4 477 486 Jordan University of Science and Technology Scopus
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 Bearings (machine parts); Binders; Bins; Cements; Clay; Compaction; Compressive strength; Highway engineering; Kaolin; Portland cement; Shear strength; Silica sand; Soil cement; Soils; Stabilization; Strength of materials; California bearing ratio; Engineering characteristics; Engineering properties; Laboratory investigations; Ordinary Portland cement; Stabilized soils; Standard Proctor compaction; Unconfined compressive strength; Soil testing
author2 56468809700
author_facet 56468809700
Mousavi S.
Wong L.S.
format Article
author Mousavi S.
Wong L.S.
spellingShingle Mousavi S.
Wong L.S.
Mechanical behavior of compacted and stabilized clay with kaolin and cement
author_sort Mousavi S.
title Mechanical behavior of compacted and stabilized clay with kaolin and cement
title_short Mechanical behavior of compacted and stabilized clay with kaolin and cement
title_full Mechanical behavior of compacted and stabilized clay with kaolin and cement
title_fullStr Mechanical behavior of compacted and stabilized clay with kaolin and cement
title_full_unstemmed Mechanical behavior of compacted and stabilized clay with kaolin and cement
title_sort mechanical behavior of compacted and stabilized clay with kaolin and cement
publisher Jordan University of Science and Technology
publishDate 2023
_version_ 1806428356711809024
score 13.18916

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