The effect of utilizing silica fume and eggshell ash on the geotechnical properties of soft kaolin clay
The application of chemical stabilizer in soil stabilization can effectively reduce the negative environmental impact in the construction industry. However, the stabilization of soft clay remains a challenge due to the costly and non-eco-friendly materials such as cement and lime. This research demo...
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| Format: | Article |
| Language: | English |
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Penerbit UTM Press
2022
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| Online Access: | http://umpir.ump.edu.my/id/eprint/33349/1/The%20effect%20of%20utilizing%20silica%20fume%20and%20eggshell%20ash%20on%20the%20geotechnical.pdf |
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| author | Muhammad Syamsul Imran, Zaini Muzamir, Hasan Yie, Ling Sin Khairil, Azman Masri Ramadhansyah, Putra Jaya Hyodo, Masayuki Winter, Michael James |
| author_facet | Muhammad Syamsul Imran, Zaini Muzamir, Hasan Yie, Ling Sin Khairil, Azman Masri Ramadhansyah, Putra Jaya Hyodo, Masayuki Winter, Michael James |
| author_sort | Muhammad Syamsul Imran, Zaini |
| collection | UMP |
| description | The application of chemical stabilizer in soil stabilization can effectively reduce the negative environmental impact in the construction industry. However, the stabilization of soft clay remains a challenge due to the costly and non-eco-friendly materials such as cement and lime. This research demonstrates the combination of SF and ESA in stabilizing the kaolin soils, based on the basic engineering properties and undrained shear strength (USS). Its effect was studied via the inclusion as cement replacement material in kaolin soil at 2, 4 and 6% (by weight of dry soft kaolin clay soil) of SF and ESA substitutions of 3, 6 and 9% (by weight of dry soft kaolin clay and SF content). The result shows a considerably lower specific gravity (4.9% reduction), reduced plasticity index (PI)(48.4% reduction), decreased maximum dry density (MDD) (5.5% reduction), increased optimum moisture content (OMC)(8.7% increment), and higher USS (68.8%). In conclusion, the combinations of SF and ESA as soil stabilization agents successfully enhance the soil strength of the kaolin opening a route to the low cost and eco-friendly materials in soil stabilization. |
| first_indexed | 2024-03-06T12:55:11Z |
| format | Article |
| id | UMPir33349 |
| institution | Universiti Malaysia Pahang |
| language | English |
| last_indexed | 2024-03-06T12:55:11Z |
| publishDate | 2022 |
| publisher | Penerbit UTM Press |
| record_format | dspace |
| spelling | UMPir333492023-01-30T07:20:53Z http://umpir.ump.edu.my/id/eprint/33349/ The effect of utilizing silica fume and eggshell ash on the geotechnical properties of soft kaolin clay Muhammad Syamsul Imran, Zaini Muzamir, Hasan Yie, Ling Sin Khairil, Azman Masri Ramadhansyah, Putra Jaya Hyodo, Masayuki Winter, Michael James T Technology (General) TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements The application of chemical stabilizer in soil stabilization can effectively reduce the negative environmental impact in the construction industry. However, the stabilization of soft clay remains a challenge due to the costly and non-eco-friendly materials such as cement and lime. This research demonstrates the combination of SF and ESA in stabilizing the kaolin soils, based on the basic engineering properties and undrained shear strength (USS). Its effect was studied via the inclusion as cement replacement material in kaolin soil at 2, 4 and 6% (by weight of dry soft kaolin clay soil) of SF and ESA substitutions of 3, 6 and 9% (by weight of dry soft kaolin clay and SF content). The result shows a considerably lower specific gravity (4.9% reduction), reduced plasticity index (PI)(48.4% reduction), decreased maximum dry density (MDD) (5.5% reduction), increased optimum moisture content (OMC)(8.7% increment), and higher USS (68.8%). In conclusion, the combinations of SF and ESA as soil stabilization agents successfully enhance the soil strength of the kaolin opening a route to the low cost and eco-friendly materials in soil stabilization. Penerbit UTM Press 2022-01 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/33349/1/The%20effect%20of%20utilizing%20silica%20fume%20and%20eggshell%20ash%20on%20the%20geotechnical.pdf Muhammad Syamsul Imran, Zaini and Muzamir, Hasan and Yie, Ling Sin and Khairil, Azman Masri and Ramadhansyah, Putra Jaya and Hyodo, Masayuki and Winter, Michael James (2022) The effect of utilizing silica fume and eggshell ash on the geotechnical properties of soft kaolin clay. Jurnal Teknologi (Sciences and Engineering), 84 (1). pp. 159-170. ISSN 0127-9696 (print); 2180-3722 (online). (Published) https://doi.org/10.11113/jurnalteknologi.v84.17115 https://doi.org/10.11113/jurnalteknologi.v84.17115 |
| spellingShingle | T Technology (General) TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements Muhammad Syamsul Imran, Zaini Muzamir, Hasan Yie, Ling Sin Khairil, Azman Masri Ramadhansyah, Putra Jaya Hyodo, Masayuki Winter, Michael James The effect of utilizing silica fume and eggshell ash on the geotechnical properties of soft kaolin clay |
| title | The effect of utilizing silica fume and eggshell ash on the geotechnical properties of soft kaolin clay |
| title_full | The effect of utilizing silica fume and eggshell ash on the geotechnical properties of soft kaolin clay |
| title_fullStr | The effect of utilizing silica fume and eggshell ash on the geotechnical properties of soft kaolin clay |
| title_full_unstemmed | The effect of utilizing silica fume and eggshell ash on the geotechnical properties of soft kaolin clay |
| title_short | The effect of utilizing silica fume and eggshell ash on the geotechnical properties of soft kaolin clay |
| title_sort | effect of utilizing silica fume and eggshell ash on the geotechnical properties of soft kaolin clay |
| topic | T Technology (General) TA Engineering (General). Civil engineering (General) TE Highway engineering. Roads and pavements |
| url | http://umpir.ump.edu.my/id/eprint/33349/1/The%20effect%20of%20utilizing%20silica%20fume%20and%20eggshell%20ash%20on%20the%20geotechnical.pdf |
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