Effect of Optimum Utilization of Silica Fume and Eggshell Ash to the Engineering Properties of Expansive Soil
The utilization of substance stabilizer in soil improvement can diminish the obstructive ecological effect in the development business, and respond as the soil stabilizers to the kaolin clay soils. In any case, the improvement of kaolin clay stays a test because of the significant expense and non-ec...
| Main Authors: | , , , , , , |
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| Format: | Article |
| Language: | English English |
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Elsevier Ltd
2021
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| Online Access: | http://umpir.ump.edu.my/id/eprint/31648/ http://umpir.ump.edu.my/id/eprint/31648/1/1-s2.0-S2238785421006864-main.pdf http://umpir.ump.edu.my/id/eprint/31648/7/Effect%20of%20Optimum%20Utilization%20of%20Silica%20Fume.pdf |
| _version_ | 1848823820650020864 |
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| author | Muzamir, Hasan Muhammad Syamsul Imran, Zaini Ling, Sin Yie Khairil Azman, Masri Putra Jaya, Ramadhansyah Hyodo, Masayuki Winter, Michael James |
| author_facet | Muzamir, Hasan Muhammad Syamsul Imran, Zaini Ling, Sin Yie Khairil Azman, Masri Putra Jaya, Ramadhansyah Hyodo, Masayuki Winter, Michael James |
| author_sort | Muzamir, Hasan |
| building | UMP Institutional Repository |
| collection | Online Access |
| description | The utilization of substance stabilizer in soil improvement can diminish the obstructive ecological effect in the development business, and respond as the soil stabilizers to the kaolin clay soils. In any case, the improvement of kaolin clay stays a test because of the significant expense and non-eco-accommodating materials like concrete and lime. This examination exhibits the capacity of SF in the mix with ESA in stabilizing the delicate kaolin clay soils, by means of particle size distribution (PSD), specific gravity, Atterberg limits, compaction parameters and undrained shear strength (USS) parameters. Its impact on the undrained shear strength upgrade was concentrated through the concrete substitution material in kaolin clay soil at the replacement degree of 2%, 4% and 6% (by dry weight of kaolin clay soil) of SF and ESA replacements of 3%, 6% and 9% (by dry weight of kaolin clay and SF content). The consideration of SF with ESA shows a lower specific gravity (4.9% decrease), lower plasticity index (PI) (48.4% decrease), diminished maximum dry density (MDD) (5.5% decrease), expanded in optimum moisture content (OMC) (8.7% increase), and higher USS (68.8%) when contrasted with the untreated kaolin clay soils and those treated with SF. The blends of SF and ESA as soil adjustment specialists effectively upgrade the undrained shear strength of the kaolin clay soils up to 68.8% strength improvement with the best percentage of 6% SF and 6% ESA for optimum enhancement of the expansive soil, which minimizing the expenses and as an eco-accommodating materials in soil improvement. |
| first_indexed | 2025-11-15T03:03:13Z |
| format | Article |
| id | ump-31648 |
| institution | Universiti Malaysia Pahang |
| institution_category | Local University |
| language | English English |
| last_indexed | 2025-11-15T03:03:13Z |
| publishDate | 2021 |
| publisher | Elsevier Ltd |
| recordtype | eprints |
| repository_type | Digital Repository |
| spelling | ump-316482021-08-11T05:21:07Z http://umpir.ump.edu.my/id/eprint/31648/ Effect of Optimum Utilization of Silica Fume and Eggshell Ash to the Engineering Properties of Expansive Soil Muzamir, Hasan Muhammad Syamsul Imran, Zaini Ling, Sin Yie Khairil Azman, Masri Putra Jaya, Ramadhansyah Hyodo, Masayuki Winter, Michael James TA Engineering (General). Civil engineering (General) The utilization of substance stabilizer in soil improvement can diminish the obstructive ecological effect in the development business, and respond as the soil stabilizers to the kaolin clay soils. In any case, the improvement of kaolin clay stays a test because of the significant expense and non-eco-accommodating materials like concrete and lime. This examination exhibits the capacity of SF in the mix with ESA in stabilizing the delicate kaolin clay soils, by means of particle size distribution (PSD), specific gravity, Atterberg limits, compaction parameters and undrained shear strength (USS) parameters. Its impact on the undrained shear strength upgrade was concentrated through the concrete substitution material in kaolin clay soil at the replacement degree of 2%, 4% and 6% (by dry weight of kaolin clay soil) of SF and ESA replacements of 3%, 6% and 9% (by dry weight of kaolin clay and SF content). The consideration of SF with ESA shows a lower specific gravity (4.9% decrease), lower plasticity index (PI) (48.4% decrease), diminished maximum dry density (MDD) (5.5% decrease), expanded in optimum moisture content (OMC) (8.7% increase), and higher USS (68.8%) when contrasted with the untreated kaolin clay soils and those treated with SF. The blends of SF and ESA as soil adjustment specialists effectively upgrade the undrained shear strength of the kaolin clay soils up to 68.8% strength improvement with the best percentage of 6% SF and 6% ESA for optimum enhancement of the expansive soil, which minimizing the expenses and as an eco-accommodating materials in soil improvement. Elsevier Ltd 2021 Article PeerReviewed pdf en http://umpir.ump.edu.my/id/eprint/31648/1/1-s2.0-S2238785421006864-main.pdf pdf en cc_by_nc_nd_4 http://umpir.ump.edu.my/id/eprint/31648/7/Effect%20of%20Optimum%20Utilization%20of%20Silica%20Fume.pdf Muzamir, Hasan and Muhammad Syamsul Imran, Zaini and Ling, Sin Yie and Khairil Azman, Masri and Putra Jaya, Ramadhansyah and Hyodo, Masayuki and Winter, Michael James (2021) Effect of Optimum Utilization of Silica Fume and Eggshell Ash to the Engineering Properties of Expansive Soil. Journal of Materials Research and Technology, 14. pp. 1401-1418. ISSN 2238-7854. (Published) https://doi.org/10.1016/j.jmrt.2021.07.023 https://doi.org/10.1016/j.jmrt.2021.07.023 |
| spellingShingle | TA Engineering (General). Civil engineering (General) Muzamir, Hasan Muhammad Syamsul Imran, Zaini Ling, Sin Yie Khairil Azman, Masri Putra Jaya, Ramadhansyah Hyodo, Masayuki Winter, Michael James Effect of Optimum Utilization of Silica Fume and Eggshell Ash to the Engineering Properties of Expansive Soil |
| title | Effect of Optimum Utilization of Silica Fume and Eggshell Ash to the Engineering Properties of Expansive Soil |
| title_full | Effect of Optimum Utilization of Silica Fume and Eggshell Ash to the Engineering Properties of Expansive Soil |
| title_fullStr | Effect of Optimum Utilization of Silica Fume and Eggshell Ash to the Engineering Properties of Expansive Soil |
| title_full_unstemmed | Effect of Optimum Utilization of Silica Fume and Eggshell Ash to the Engineering Properties of Expansive Soil |
| title_short | Effect of Optimum Utilization of Silica Fume and Eggshell Ash to the Engineering Properties of Expansive Soil |
| title_sort | effect of optimum utilization of silica fume and eggshell ash to the engineering properties of expansive soil |
| topic | TA Engineering (General). Civil engineering (General) |
| url | http://umpir.ump.edu.my/id/eprint/31648/ http://umpir.ump.edu.my/id/eprint/31648/ http://umpir.ump.edu.my/id/eprint/31648/ http://umpir.ump.edu.my/id/eprint/31648/1/1-s2.0-S2238785421006864-main.pdf http://umpir.ump.edu.my/id/eprint/31648/7/Effect%20of%20Optimum%20Utilization%20of%20Silica%20Fume.pdf |