Usage of waste marble powder and pumice powder to improve the engineering properties of soft clays
Abstract In this study, the effects of waste marble powder (MP) and pumice powder (PP) on the soil properties of soft clays were investigated. As a result of the demonstration that MP and PP, which are discharged into nature as waste, improve the engineering properties of soft soils, this will provi...
Ausführliche Beschreibung
Autor*in: |
Çadir, C. Cuma [verfasserIn] |
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Format: |
E-Artikel |
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Sprache: |
Englisch |
Erschienen: |
2022 |
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Schlagwörter: |
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Anmerkung: |
© The Author(s) under exclusive licence to Iranian Society of Environmentalists (IRSEN) and Science and Research Branch, Islamic Azad University 2022 |
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Übergeordnetes Werk: |
Enthalten in: International journal of environmental science and technology - Tehran : Islamic Azad University, 2004, 19(2022), 7 vom: 26. März, Seite 6481-6490 |
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Übergeordnetes Werk: |
volume:19 ; year:2022 ; number:7 ; day:26 ; month:03 ; pages:6481-6490 |
Links: |
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DOI / URN: |
10.1007/s13762-022-04071-5 |
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Katalog-ID: |
SPR047312149 |
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520 | |a Abstract In this study, the effects of waste marble powder (MP) and pumice powder (PP) on the soil properties of soft clays were investigated. As a result of the demonstration that MP and PP, which are discharged into nature as waste, improve the engineering properties of soft soils, this will provide significant benefits in terms of both economic and environmental pollution. To investigate the improvement effect of MP and PP on soft soil, 5%, 10%, 15%, and 20% by weight of MP and PP were added to the soft soil. To determine the physical and strength properties of PP and MP added soils, related tests were carried out according to ASTM standards. The test results obtained were compared with the soft soil results without PP and MP additives. The results show that the addition of MP and PP significantly improves the properties of soft soil, such as compressibility and permeability. With the increase of the additive ratio, the effect of the improvement increases in both materials. When the strength properties were examined, it was seen that the 15% PP addition was the most appropriate rate. With the increase in the MP % ratio, the strength also increased. | ||
650 | 4 | |a Soft soil |7 (dpeaa)DE-He213 | |
650 | 4 | |a Soil stabilization |7 (dpeaa)DE-He213 | |
650 | 4 | |a Pumice powder |7 (dpeaa)DE-He213 | |
650 | 4 | |a Marble powder |7 (dpeaa)DE-He213 | |
650 | 4 | |a Waste |7 (dpeaa)DE-He213 | |
700 | 1 | |a Vekli, M. |4 aut | |
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10.1007/s13762-022-04071-5 doi (DE-627)SPR047312149 (SPR)s13762-022-04071-5-e DE-627 ger DE-627 rakwb eng Çadir, C. Cuma verfasserin aut Usage of waste marble powder and pumice powder to improve the engineering properties of soft clays 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) under exclusive licence to Iranian Society of Environmentalists (IRSEN) and Science and Research Branch, Islamic Azad University 2022 Abstract In this study, the effects of waste marble powder (MP) and pumice powder (PP) on the soil properties of soft clays were investigated. As a result of the demonstration that MP and PP, which are discharged into nature as waste, improve the engineering properties of soft soils, this will provide significant benefits in terms of both economic and environmental pollution. To investigate the improvement effect of MP and PP on soft soil, 5%, 10%, 15%, and 20% by weight of MP and PP were added to the soft soil. To determine the physical and strength properties of PP and MP added soils, related tests were carried out according to ASTM standards. The test results obtained were compared with the soft soil results without PP and MP additives. The results show that the addition of MP and PP significantly improves the properties of soft soil, such as compressibility and permeability. With the increase of the additive ratio, the effect of the improvement increases in both materials. When the strength properties were examined, it was seen that the 15% PP addition was the most appropriate rate. With the increase in the MP % ratio, the strength also increased. Soft soil (dpeaa)DE-He213 Soil stabilization (dpeaa)DE-He213 Pumice powder (dpeaa)DE-He213 Marble powder (dpeaa)DE-He213 Waste (dpeaa)DE-He213 Vekli, M. aut Enthalten in International journal of environmental science and technology Tehran : Islamic Azad University, 2004 19(2022), 7 vom: 26. März, Seite 6481-6490 (DE-627)510463398 (DE-600)2230399-6 1735-2630 nnns volume:19 year:2022 number:7 day:26 month:03 pages:6481-6490 https://dx.doi.org/10.1007/s13762-022-04071-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2022 7 26 03 6481-6490 |
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10.1007/s13762-022-04071-5 doi (DE-627)SPR047312149 (SPR)s13762-022-04071-5-e DE-627 ger DE-627 rakwb eng Çadir, C. Cuma verfasserin aut Usage of waste marble powder and pumice powder to improve the engineering properties of soft clays 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) under exclusive licence to Iranian Society of Environmentalists (IRSEN) and Science and Research Branch, Islamic Azad University 2022 Abstract In this study, the effects of waste marble powder (MP) and pumice powder (PP) on the soil properties of soft clays were investigated. As a result of the demonstration that MP and PP, which are discharged into nature as waste, improve the engineering properties of soft soils, this will provide significant benefits in terms of both economic and environmental pollution. To investigate the improvement effect of MP and PP on soft soil, 5%, 10%, 15%, and 20% by weight of MP and PP were added to the soft soil. To determine the physical and strength properties of PP and MP added soils, related tests were carried out according to ASTM standards. The test results obtained were compared with the soft soil results without PP and MP additives. The results show that the addition of MP and PP significantly improves the properties of soft soil, such as compressibility and permeability. With the increase of the additive ratio, the effect of the improvement increases in both materials. When the strength properties were examined, it was seen that the 15% PP addition was the most appropriate rate. With the increase in the MP % ratio, the strength also increased. Soft soil (dpeaa)DE-He213 Soil stabilization (dpeaa)DE-He213 Pumice powder (dpeaa)DE-He213 Marble powder (dpeaa)DE-He213 Waste (dpeaa)DE-He213 Vekli, M. aut Enthalten in International journal of environmental science and technology Tehran : Islamic Azad University, 2004 19(2022), 7 vom: 26. März, Seite 6481-6490 (DE-627)510463398 (DE-600)2230399-6 1735-2630 nnns volume:19 year:2022 number:7 day:26 month:03 pages:6481-6490 https://dx.doi.org/10.1007/s13762-022-04071-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2022 7 26 03 6481-6490 |
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10.1007/s13762-022-04071-5 doi (DE-627)SPR047312149 (SPR)s13762-022-04071-5-e DE-627 ger DE-627 rakwb eng Çadir, C. Cuma verfasserin aut Usage of waste marble powder and pumice powder to improve the engineering properties of soft clays 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) under exclusive licence to Iranian Society of Environmentalists (IRSEN) and Science and Research Branch, Islamic Azad University 2022 Abstract In this study, the effects of waste marble powder (MP) and pumice powder (PP) on the soil properties of soft clays were investigated. As a result of the demonstration that MP and PP, which are discharged into nature as waste, improve the engineering properties of soft soils, this will provide significant benefits in terms of both economic and environmental pollution. To investigate the improvement effect of MP and PP on soft soil, 5%, 10%, 15%, and 20% by weight of MP and PP were added to the soft soil. To determine the physical and strength properties of PP and MP added soils, related tests were carried out according to ASTM standards. The test results obtained were compared with the soft soil results without PP and MP additives. The results show that the addition of MP and PP significantly improves the properties of soft soil, such as compressibility and permeability. With the increase of the additive ratio, the effect of the improvement increases in both materials. When the strength properties were examined, it was seen that the 15% PP addition was the most appropriate rate. With the increase in the MP % ratio, the strength also increased. Soft soil (dpeaa)DE-He213 Soil stabilization (dpeaa)DE-He213 Pumice powder (dpeaa)DE-He213 Marble powder (dpeaa)DE-He213 Waste (dpeaa)DE-He213 Vekli, M. aut Enthalten in International journal of environmental science and technology Tehran : Islamic Azad University, 2004 19(2022), 7 vom: 26. März, Seite 6481-6490 (DE-627)510463398 (DE-600)2230399-6 1735-2630 nnns volume:19 year:2022 number:7 day:26 month:03 pages:6481-6490 https://dx.doi.org/10.1007/s13762-022-04071-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2022 7 26 03 6481-6490 |
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10.1007/s13762-022-04071-5 doi (DE-627)SPR047312149 (SPR)s13762-022-04071-5-e DE-627 ger DE-627 rakwb eng Çadir, C. Cuma verfasserin aut Usage of waste marble powder and pumice powder to improve the engineering properties of soft clays 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) under exclusive licence to Iranian Society of Environmentalists (IRSEN) and Science and Research Branch, Islamic Azad University 2022 Abstract In this study, the effects of waste marble powder (MP) and pumice powder (PP) on the soil properties of soft clays were investigated. As a result of the demonstration that MP and PP, which are discharged into nature as waste, improve the engineering properties of soft soils, this will provide significant benefits in terms of both economic and environmental pollution. To investigate the improvement effect of MP and PP on soft soil, 5%, 10%, 15%, and 20% by weight of MP and PP were added to the soft soil. To determine the physical and strength properties of PP and MP added soils, related tests were carried out according to ASTM standards. The test results obtained were compared with the soft soil results without PP and MP additives. The results show that the addition of MP and PP significantly improves the properties of soft soil, such as compressibility and permeability. With the increase of the additive ratio, the effect of the improvement increases in both materials. When the strength properties were examined, it was seen that the 15% PP addition was the most appropriate rate. With the increase in the MP % ratio, the strength also increased. Soft soil (dpeaa)DE-He213 Soil stabilization (dpeaa)DE-He213 Pumice powder (dpeaa)DE-He213 Marble powder (dpeaa)DE-He213 Waste (dpeaa)DE-He213 Vekli, M. aut Enthalten in International journal of environmental science and technology Tehran : Islamic Azad University, 2004 19(2022), 7 vom: 26. März, Seite 6481-6490 (DE-627)510463398 (DE-600)2230399-6 1735-2630 nnns volume:19 year:2022 number:7 day:26 month:03 pages:6481-6490 https://dx.doi.org/10.1007/s13762-022-04071-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2022 7 26 03 6481-6490 |
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10.1007/s13762-022-04071-5 doi (DE-627)SPR047312149 (SPR)s13762-022-04071-5-e DE-627 ger DE-627 rakwb eng Çadir, C. Cuma verfasserin aut Usage of waste marble powder and pumice powder to improve the engineering properties of soft clays 2022 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © The Author(s) under exclusive licence to Iranian Society of Environmentalists (IRSEN) and Science and Research Branch, Islamic Azad University 2022 Abstract In this study, the effects of waste marble powder (MP) and pumice powder (PP) on the soil properties of soft clays were investigated. As a result of the demonstration that MP and PP, which are discharged into nature as waste, improve the engineering properties of soft soils, this will provide significant benefits in terms of both economic and environmental pollution. To investigate the improvement effect of MP and PP on soft soil, 5%, 10%, 15%, and 20% by weight of MP and PP were added to the soft soil. To determine the physical and strength properties of PP and MP added soils, related tests were carried out according to ASTM standards. The test results obtained were compared with the soft soil results without PP and MP additives. The results show that the addition of MP and PP significantly improves the properties of soft soil, such as compressibility and permeability. With the increase of the additive ratio, the effect of the improvement increases in both materials. When the strength properties were examined, it was seen that the 15% PP addition was the most appropriate rate. With the increase in the MP % ratio, the strength also increased. Soft soil (dpeaa)DE-He213 Soil stabilization (dpeaa)DE-He213 Pumice powder (dpeaa)DE-He213 Marble powder (dpeaa)DE-He213 Waste (dpeaa)DE-He213 Vekli, M. aut Enthalten in International journal of environmental science and technology Tehran : Islamic Azad University, 2004 19(2022), 7 vom: 26. März, Seite 6481-6490 (DE-627)510463398 (DE-600)2230399-6 1735-2630 nnns volume:19 year:2022 number:7 day:26 month:03 pages:6481-6490 https://dx.doi.org/10.1007/s13762-022-04071-5 lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_152 GBV_ILN_161 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2056 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2122 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4126 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4328 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 19 2022 7 26 03 6481-6490 |
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Enthalten in International journal of environmental science and technology 19(2022), 7 vom: 26. März, Seite 6481-6490 volume:19 year:2022 number:7 day:26 month:03 pages:6481-6490 |
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author |
Çadir, C. Cuma |
spellingShingle |
Çadir, C. Cuma misc Soft soil misc Soil stabilization misc Pumice powder misc Marble powder misc Waste Usage of waste marble powder and pumice powder to improve the engineering properties of soft clays |
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Usage of waste marble powder and pumice powder to improve the engineering properties of soft clays Soft soil (dpeaa)DE-He213 Soil stabilization (dpeaa)DE-He213 Pumice powder (dpeaa)DE-He213 Marble powder (dpeaa)DE-He213 Waste (dpeaa)DE-He213 |
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misc Soft soil misc Soil stabilization misc Pumice powder misc Marble powder misc Waste |
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Usage of waste marble powder and pumice powder to improve the engineering properties of soft clays |
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Usage of waste marble powder and pumice powder to improve the engineering properties of soft clays |
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Çadir, C. Cuma |
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International journal of environmental science and technology |
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10.1007/s13762-022-04071-5 |
title_sort |
usage of waste marble powder and pumice powder to improve the engineering properties of soft clays |
title_auth |
Usage of waste marble powder and pumice powder to improve the engineering properties of soft clays |
abstract |
Abstract In this study, the effects of waste marble powder (MP) and pumice powder (PP) on the soil properties of soft clays were investigated. As a result of the demonstration that MP and PP, which are discharged into nature as waste, improve the engineering properties of soft soils, this will provide significant benefits in terms of both economic and environmental pollution. To investigate the improvement effect of MP and PP on soft soil, 5%, 10%, 15%, and 20% by weight of MP and PP were added to the soft soil. To determine the physical and strength properties of PP and MP added soils, related tests were carried out according to ASTM standards. The test results obtained were compared with the soft soil results without PP and MP additives. The results show that the addition of MP and PP significantly improves the properties of soft soil, such as compressibility and permeability. With the increase of the additive ratio, the effect of the improvement increases in both materials. When the strength properties were examined, it was seen that the 15% PP addition was the most appropriate rate. With the increase in the MP % ratio, the strength also increased. © The Author(s) under exclusive licence to Iranian Society of Environmentalists (IRSEN) and Science and Research Branch, Islamic Azad University 2022 |
abstractGer |
Abstract In this study, the effects of waste marble powder (MP) and pumice powder (PP) on the soil properties of soft clays were investigated. As a result of the demonstration that MP and PP, which are discharged into nature as waste, improve the engineering properties of soft soils, this will provide significant benefits in terms of both economic and environmental pollution. To investigate the improvement effect of MP and PP on soft soil, 5%, 10%, 15%, and 20% by weight of MP and PP were added to the soft soil. To determine the physical and strength properties of PP and MP added soils, related tests were carried out according to ASTM standards. The test results obtained were compared with the soft soil results without PP and MP additives. The results show that the addition of MP and PP significantly improves the properties of soft soil, such as compressibility and permeability. With the increase of the additive ratio, the effect of the improvement increases in both materials. When the strength properties were examined, it was seen that the 15% PP addition was the most appropriate rate. With the increase in the MP % ratio, the strength also increased. © The Author(s) under exclusive licence to Iranian Society of Environmentalists (IRSEN) and Science and Research Branch, Islamic Azad University 2022 |
abstract_unstemmed |
Abstract In this study, the effects of waste marble powder (MP) and pumice powder (PP) on the soil properties of soft clays were investigated. As a result of the demonstration that MP and PP, which are discharged into nature as waste, improve the engineering properties of soft soils, this will provide significant benefits in terms of both economic and environmental pollution. To investigate the improvement effect of MP and PP on soft soil, 5%, 10%, 15%, and 20% by weight of MP and PP were added to the soft soil. To determine the physical and strength properties of PP and MP added soils, related tests were carried out according to ASTM standards. The test results obtained were compared with the soft soil results without PP and MP additives. The results show that the addition of MP and PP significantly improves the properties of soft soil, such as compressibility and permeability. With the increase of the additive ratio, the effect of the improvement increases in both materials. When the strength properties were examined, it was seen that the 15% PP addition was the most appropriate rate. With the increase in the MP % ratio, the strength also increased. © The Author(s) under exclusive licence to Iranian Society of Environmentalists (IRSEN) and Science and Research Branch, Islamic Azad University 2022 |
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title_short |
Usage of waste marble powder and pumice powder to improve the engineering properties of soft clays |
url |
https://dx.doi.org/10.1007/s13762-022-04071-5 |
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Vekli, M. |
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10.1007/s13762-022-04071-5 |
up_date |
2024-07-04T02:41:41.501Z |
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