Experimental study of geotechnical characteristics of crushed glass mixed with Kaolinite soil
The Geotechnical properties of adding crushed curbside-collected glass to Kaolinite S300 with various percentages of 10 to 50% were experimentally evaluated. Crushed glass passing the 2.36 mm (#8) sieve, and retaining on 1.18 mm (#16) selected for this study is collected from a different area in Joh...
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Online Access: | http://eprints.utm.my/id/eprint/79868/1/ShinToAmiri2018_ExperimentalStudyofGeotechnicalCharacteristics.pdf http://eprints.utm.my/id/eprint/79868/ http://dx.doi.org/10.21660/2018.45.83839 |
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my.utm.798682019-01-28T06:58:27Z http://eprints.utm.my/id/eprint/79868/ Experimental study of geotechnical characteristics of crushed glass mixed with Kaolinite soil Amiri, S. T. Nazir, R. Dehghanbanadaki, A. TA Engineering (General). Civil engineering (General) The Geotechnical properties of adding crushed curbside-collected glass to Kaolinite S300 with various percentages of 10 to 50% were experimentally evaluated. Crushed glass passing the 2.36 mm (#8) sieve, and retaining on 1.18 mm (#16) selected for this study is collected from a different area in Johor Bahru, Malaysia. Measured hydraulic conductivities were on the order of 2.33E-6 and 1.87E-5 for 10% and 50% respectively. The result shows increment in the maximum dry density from 1.615mg/m3 at 10% to 1.908mg/m3 at 50% of addition of crushed glass with the optimum moisture content of 18.35% and 7.4% respectively. Friction angles from the direct shear test were evaluated between 12 to 25 degrees at normal stresses of 56.4 to 219.9 kPa. The result shows that the unconfined compression strength of Kaolinite S300 mixed with crushed glass is increased from 5.26 kPa at 10% addition of crushed glass up to 17.52 kPa at 50%. It can be concluded that the crushed glass is environmentally clean, readily available, and relatively low-cost material that can be one of the replacements for traditional aggregate to enhance the geotechnical properties of soft cohesive soils. GEOMATE International Society 2018 Article PeerReviewed application/pdf en http://eprints.utm.my/id/eprint/79868/1/ShinToAmiri2018_ExperimentalStudyofGeotechnicalCharacteristics.pdf Amiri, S. T. and Nazir, R. and Dehghanbanadaki, A. (2018) Experimental study of geotechnical characteristics of crushed glass mixed with Kaolinite soil. International Journal of GEOMATE, 14 (45). pp. 170-176. ISSN 2186-2982 http://dx.doi.org/10.21660/2018.45.83839 DOI:10.21660/2018.45.83839 |
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TA Engineering (General). Civil engineering (General) Amiri, S. T. Nazir, R. Dehghanbanadaki, A. Experimental study of geotechnical characteristics of crushed glass mixed with Kaolinite soil |
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The Geotechnical properties of adding crushed curbside-collected glass to Kaolinite S300 with various percentages of 10 to 50% were experimentally evaluated. Crushed glass passing the 2.36 mm (#8) sieve, and retaining on 1.18 mm (#16) selected for this study is collected from a different area in Johor Bahru, Malaysia. Measured hydraulic conductivities were on the order of 2.33E-6 and 1.87E-5 for 10% and 50% respectively. The result shows increment in the maximum dry density from 1.615mg/m3 at 10% to 1.908mg/m3 at 50% of addition of crushed glass with the optimum moisture content of 18.35% and 7.4% respectively. Friction angles from the direct shear test were evaluated between 12 to 25 degrees at normal stresses of 56.4 to 219.9 kPa. The result shows that the unconfined compression strength of Kaolinite S300 mixed with crushed glass is increased from 5.26 kPa at 10% addition of crushed glass up to 17.52 kPa at 50%. It can be concluded that the crushed glass is environmentally clean, readily available, and relatively low-cost material that can be one of the replacements for traditional aggregate to enhance the geotechnical properties of soft cohesive soils. |
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Article |
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Amiri, S. T. Nazir, R. Dehghanbanadaki, A. |
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Amiri, S. T. Nazir, R. Dehghanbanadaki, A. |
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Amiri, S. T. |
title |
Experimental study of geotechnical characteristics of crushed glass mixed with Kaolinite soil |
title_short |
Experimental study of geotechnical characteristics of crushed glass mixed with Kaolinite soil |
title_full |
Experimental study of geotechnical characteristics of crushed glass mixed with Kaolinite soil |
title_fullStr |
Experimental study of geotechnical characteristics of crushed glass mixed with Kaolinite soil |
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Experimental study of geotechnical characteristics of crushed glass mixed with Kaolinite soil |
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experimental study of geotechnical characteristics of crushed glass mixed with kaolinite soil |
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GEOMATE International Society |
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2018 |
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http://eprints.utm.my/id/eprint/79868/1/ShinToAmiri2018_ExperimentalStudyofGeotechnicalCharacteristics.pdf http://eprints.utm.my/id/eprint/79868/ http://dx.doi.org/10.21660/2018.45.83839 |
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