Utilization of brown clay and cement for stabilization of clay
Cements; Compaction; Consolidation; Highway engineering; Portland cement; Silica; Silica sand; Soils; Stabilization; Highway construction; Laboratory investigations; Maximum dry density; Optimum moisture content; Ordinary Portland cement; Stabilized clays; Unconfined compression; Vane shear; Soil ce...
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Jordan University of Science and Technology
2023
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| _version_ | 1833350915588882432 |
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| author | Mousavi S. Leong Sing W. |
| author2 | 56468809700 |
| author_facet | 56468809700 Mousavi S. Leong Sing W. |
| author_sort | Mousavi S. |
| building | UNITEN Library |
| collection | Institutional Repository |
| content_provider | Universiti Tenaga Nasional |
| content_source | UNITEN Institutional Repository |
| continent | Asia |
| country | Malaysia |
| description | Cements; Compaction; Consolidation; Highway engineering; Portland cement; Silica; Silica sand; Soils; Stabilization; Highway construction; Laboratory investigations; Maximum dry density; Optimum moisture content; Ordinary Portland cement; Stabilized clays; Unconfined compression; Vane shear; Soil cement |
| format | Article |
| id | my.uniten.dspace-22556 |
| institution | Universiti Tenaga Nasional |
| publishDate | 2023 |
| publisher | Jordan University of Science and Technology |
| record_format | dspace |
| spelling | my.uniten.dspace-225562023-05-29T14:01:58Z Utilization of brown clay and cement for stabilization of clay Mousavi S. Leong Sing W. 56468809700 55504782500 Cements; Compaction; Consolidation; Highway engineering; Portland cement; Silica; Silica sand; Soils; Stabilization; Highway construction; Laboratory investigations; Maximum dry density; Optimum moisture content; Ordinary Portland cement; Stabilized clays; Unconfined compression; Vane shear; Soil cement This paper investigates the utilization of brown clay and cement in order to stabilize soft clay. Brown clay mixed with a suitable amount of cement paste is capable to impart filler and pozzolanic effect. Therefore, the mechanical behavior of the soil would be improved. Treatment of fine grained soils with cement is not novel. While stabilization of fine grained soil with brown clay has not been completely investigated, this paper attempts to assess the mechanical behavior of treated soil with cement and brown clay. Laboratory investigations include direct shear, vane shear, unconfined compression and CBR tests which were applied on the test specimens. In addition, laboratory compaction test was performed to supply the soil specimens with optimum moisture content and maximum dry density. The outcome of the study is an optimal mix design of stabilized clay, which can be applied to improve soft clay. For the optimal mix design, binder composition of cement 8.5%, brown clay 1.5%, silica sand 5% was obtained. Therefore, input cement can be saved due to partial replacement of ordinary Portland cement with 1.5% brown clay. � 2015 JUST. All Rights Reserved. Final 2023-05-29T06:01:58Z 2023-05-29T06:01:58Z 2015 Article 2-s2.0-84927627735 https://www.scopus.com/inward/record.uri?eid=2-s2.0-84927627735&partnerID=40&md5=37fd3e0194cf5f381973ffc55a60b824 https://irepository.uniten.edu.my/handle/123456789/22556 9 2 163 174 Jordan University of Science and Technology Scopus |
| spellingShingle | Mousavi S. Leong Sing W. Utilization of brown clay and cement for stabilization of clay |
| title | Utilization of brown clay and cement for stabilization of clay |
| title_full | Utilization of brown clay and cement for stabilization of clay |
| title_fullStr | Utilization of brown clay and cement for stabilization of clay |
| title_full_unstemmed | Utilization of brown clay and cement for stabilization of clay |
| title_short | Utilization of brown clay and cement for stabilization of clay |
| title_sort | utilization of brown clay and cement for stabilization of clay |
| url_provider | http://dspace.uniten.edu.my/ |