Studies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent
The rapid growth in industrialization and population leads to generation of large quantity of wastes, some materials were containing high silica contents is damped as a waste. In this study such damped silica wastes from various industries is collected and subjected to studies as a stabilizing mater...
- Autores:
-
R., Gobinath
G., Raja
E., Prasath
G., Shyamala
Viloria, Amelec
Varela, Noel
- Tipo de recurso:
- Article of journal
- Fecha de publicación:
- 2020
- Institución:
- Corporación Universidad de la Costa
- Repositorio:
- REDICUC - Repositorio CUC
- Idioma:
- eng
- OAI Identifier:
- oai:repositorio.cuc.edu.co:11323/7268
- Acceso en línea:
- https://hdl.handle.net/11323/7268
https://doi.org/10.1016/j.matpr.2020.01.597
https://repositorio.cuc.edu.co/
- Palabra clave:
- Nanoparticle
SEM
EDAX
Finite element analysis
CBR
- Rights
- openAccess
- License
- Attribution-NonCommercial-NoDerivatives 4.0 International
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Studies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent |
| title |
Studies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent |
| spellingShingle |
Studies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent Nanoparticle SEM EDAX Finite element analysis CBR |
| title_short |
Studies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent |
| title_full |
Studies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent |
| title_fullStr |
Studies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent |
| title_full_unstemmed |
Studies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent |
| title_sort |
Studies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent |
| dc.creator.fl_str_mv |
R., Gobinath G., Raja E., Prasath G., Shyamala Viloria, Amelec Varela, Noel |
| dc.contributor.author.spa.fl_str_mv |
R., Gobinath G., Raja E., Prasath G., Shyamala Viloria, Amelec Varela, Noel |
| dc.subject.spa.fl_str_mv |
Nanoparticle SEM EDAX Finite element analysis CBR |
| topic |
Nanoparticle SEM EDAX Finite element analysis CBR |
| description |
The rapid growth in industrialization and population leads to generation of large quantity of wastes, some materials were containing high silica contents is damped as a waste. In this study such damped silica wastes from various industries is collected and subjected to studies as a stabilizing material for black cotton soils, such assorted materials are Fly ash, GGBS, Rice husk ash, Precipitated silica and Calcium chloride. By effective nanoparticle studies like SEM, EDAX, presence of silica, aluminum and magnesium proportion in each industrial waste is formulated. From the result of nanoparticle analysis novel silica combination prepared by composition of all those materials based on cementanious action mineral presence. In before studies one or two combinations only used as stabilizer but in this paper a new group bearing binder combination is designed and their behavior with chosen geo material and its respective engineering, strength and hydraulic properties is studied by Constantine combination proportion to 20% to weight of soil. Properties such as California bearing ratio (CBR), and North Dakota of the soils were determined with the addition of stabilizers. From the results engineering properties of the poor engineering graded soil were improved is clearly visualized. For the normal soil and effective result binder proportion, a comparison in finite element analysis using PLAXIS is carried out for footing study. Finally, the study showed that exact cementanious mineral combination from industrial waste could improve the geotechnical properties of highly inorganic soil. |
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2020 |
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2020-11-11T22:41:52Z |
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2020-11-11T22:41:52Z |
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2020 |
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Artículo de revista |
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https://hdl.handle.net/11323/7268 |
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https://doi.org/10.1016/j.matpr.2020.01.597 |
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Corporación Universidad de la Costa |
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REDICUC - Repositorio CUC |
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https://repositorio.cuc.edu.co/ |
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https://hdl.handle.net/11323/7268 https://doi.org/10.1016/j.matpr.2020.01.597 https://repositorio.cuc.edu.co/ |
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Corporación Universidad de la Costa REDICUC - Repositorio CUC |
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eng |
| language |
eng |
| dc.relation.references.spa.fl_str_mv |
Predictions of Mechanical Properties of Low-Density Self-compacting Concrete Prepared from Mineral Admixtures and Pumice Stone. P.O. Awoyera, A. Adesina, R. Gobinath, Role of recycling fine materials as filler for improving performance of concrete - a review, Aust. J. Civil Eng. 17 (2) (2019) 85–95. P.O. Awoyera, J.O. Akinmusuru, A. Shiva Krishna, R. Gobinath, B. Arunkumar, G. Sangeetha, Model Development for Strength Properties of Laterized Concrete Using Artificial Neural Network Principles, 2020. P.O. Awoyera, I.I. Akinwumi, V. Karthika, R. Gobinath, R. Gunasekaran, N. Lokesh, M. Manikandan, T. Narmatha, Lightweight self-compacting concrete incorporating industrial rejects and mineral admixtures: strength and durability assessment, Silicon (2019). P.O. Awoyera, S. Karthik, P.R.M. Rao, R. Gobinath, Experimental and numerical analysis of large-scale bamboo-reinforced concrete beams containing crushed sand, Innov. Infrastruct. Sol. 4 (1) (2019). B. Arun Kumar, G. Sangeetha, A. Srinivas, P.O. Awoyera, R. Gobinath, V. Venkata Ramana, 2020, Models for. S.T. Banu, G. Chitra, P.O. Awoyera, R. Gobinath, Structural retrofitting of corroded fly ash based concrete beams with fibres to improve bending characteristics, Aust. J. Struct. Eng. 20 (3) (2019) 198–203. S.T. Banu, G. Chitra, R. Gobinath, P.O. Awoyera, E. Ashokkumar, Sustainable structural retrofitting of corroded concrete using basalt fibre composte, Ecol. Environ. Conserv. 24 (3) (2018) 353–357. R. Gobinath, I.I. Akinwumi, O.D. Afolayan, S. Karthikeyan, M. Manojkumar, S. Gowtham, A. Manikandan, Banana fibre-reinforcement of a soil stabilized with sodium silicate, Silicon (2019) S. Karthik, P. Rama Mohan Rao, P.O. Awoyera, R. Gobinath, R.R. Karri, Alkalinity and strength properties of concrete containing macro silica and ground granulated blast furnace slag, IET Conference Publications, 2018. L. Yadu, R.K. Tripathi, Effects of granulated blast furnace slag in the engineering behaviour of stabilized soft soil, Procedia Eng. 51 (2013) 125–131. P. Murthi, K. Poongodi, P.O. Awoyera, R. Gobinath, R. Saravanan, Enhancing the strength properties of high-performance concrete using ternary blended cement: OPC, nano-silica, bagasse ash, Silicon (2019). J.S. Trivedi, S. Nair, C. Iyyunni, Optimum utilization of fly ash for stabilization of sub-grade soil using genetic algorithm, Procedia Eng. (2013). T.A. Tamadher, B.K. Anuar, B.C. Zamri, Stabilisation of silty clay soil using chloride, J. Eng. Sci. Technol. Sch. Eng. Taylor’s Univ. Coll. 2 (1) (2007) 102–110. M.S. Al-Zoubi, Undrained shear strength and swelling characteristics of cement treated soil, Jordan J. Civ. Eng. 2 (1) (2008) 53–62. Erdal Cocas, Veysel Yazici, Vehbi Ozaydin, Stabilization of Expansive clays using ground granulated blast furnace slag & cement, Geotech. Geol. Eng. J. 27 (2009) 489–499. L. Jiang, M. Chirdchanin, O. Katsutada, Stabilization effects on surplus soft clay with cement & ground blast furnace slag, J. Environ. Sci. 16 (3) (2005) 397–403 S. Wild, J.M. Kinuthia, R.B. Robinson, I. Humphries, Effects of ground granulated blastfurnace slag (ggbs) on the strength and swelling properties of lime-stabilised kaolinite in the presence of sulphates, Clay Miner. 31 (1996) 423–433. S. Wild, J.M. Kinuthia, G.I. Jones, D.D. Higgins, Effects of partial substitution of lime with ground granulated blast furnace (1998). I.A. Oyediran, O.F. Fadamoro, Strength characteristics of genetically different rice and coconut husk ash compacted shales, Int. J. Geo-Engineering 6 (1) (2015) 10. P.C. Kariuki, K. Shepherd, Meer F. Vander, Spectroscopy as a tool for studying swelling soils, in: A.A. alRawas, M.F.A. Goosen (Eds.), Expansive Soils e Recent Advances in Characterization and Treatment, Taylor and Francis Group, London, UK, 2006. K. Poongodi, P. Murthi, P.O. Awoyera, R. Gobinath, Effect of mineral admixtures on early age properties of high performance concrete, IOP Conf. Ser.: Mater. Sci. Eng. (2019) K. Poongodi, P. Murthi, R. Gobinath, A. Srinivas, G. Sangeetha, Mechanical properties of pavement quality concrete using recycled aggregate, Int. J. Innov. Technol. Exploring Eng. 9 (1) (2019) 33–38. K. Rajesh Kumar, S. Karthik, R. Ramamohan, P.O. Awoyera, R. Gobinath, A. Shivakrishna, P. Murthi, Shear resistance of portal frame reinforced with Bamboo and steel rebar: experimental and numerical evaluation, Int. J. Recent Technol. Eng. 8 (1) (2019) 445–452. |
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Materials Today: Proceedings |
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R., Gobinath5921b826f27f9af02986ee340cbe31cfG., Raja150ac04517a1f87c533baed7a36f3c84E., Prasathb442e6d677bd40924cad94e79c4d6951G., Shyamala11ffd4eb798b02d5fd9fe9e77e11c612Viloria, Amelecfc29d54ed3c7d39e34b3d61c512ace8fVarela, Noel544417e3ea23421c46114ee4f01f436a2020-11-11T22:41:52Z2020-11-11T22:41:52Z2020https://hdl.handle.net/11323/7268https://doi.org/10.1016/j.matpr.2020.01.597Corporación Universidad de la CostaREDICUC - Repositorio CUChttps://repositorio.cuc.edu.co/The rapid growth in industrialization and population leads to generation of large quantity of wastes, some materials were containing high silica contents is damped as a waste. In this study such damped silica wastes from various industries is collected and subjected to studies as a stabilizing material for black cotton soils, such assorted materials are Fly ash, GGBS, Rice husk ash, Precipitated silica and Calcium chloride. By effective nanoparticle studies like SEM, EDAX, presence of silica, aluminum and magnesium proportion in each industrial waste is formulated. From the result of nanoparticle analysis novel silica combination prepared by composition of all those materials based on cementanious action mineral presence. In before studies one or two combinations only used as stabilizer but in this paper a new group bearing binder combination is designed and their behavior with chosen geo material and its respective engineering, strength and hydraulic properties is studied by Constantine combination proportion to 20% to weight of soil. Properties such as California bearing ratio (CBR), and North Dakota of the soils were determined with the addition of stabilizers. From the results engineering properties of the poor engineering graded soil were improved is clearly visualized. For the normal soil and effective result binder proportion, a comparison in finite element analysis using PLAXIS is carried out for footing study. Finally, the study showed that exact cementanious mineral combination from industrial waste could improve the geotechnical properties of highly inorganic soil.application/pdfengCorporación Universidad de la CostaAttribution-NonCommercial-NoDerivatives 4.0 Internationalhttp://creativecommons.org/licenses/by-nc-nd/4.0/info:eu-repo/semantics/openAccesshttp://purl.org/coar/access_right/c_abf2Materials Today: Proceedingshttps://www.sciencedirect.com/science/article/pii/S2214785320307173NanoparticleSEMEDAXFinite element analysisCBRStudies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agentArtículo de revistahttp://purl.org/coar/resource_type/c_6501http://purl.org/coar/resource_type/c_2df8fbb1Textinfo:eu-repo/semantics/articlehttp://purl.org/redcol/resource_type/ARTinfo:eu-repo/semantics/acceptedVersionPredictions of Mechanical Properties of Low-Density Self-compacting Concrete Prepared from Mineral Admixtures and Pumice Stone.P.O. Awoyera, A. Adesina, R. Gobinath, Role of recycling fine materials as filler for improving performance of concrete - a review, Aust. J. Civil Eng. 17 (2) (2019) 85–95.P.O. Awoyera, J.O. Akinmusuru, A. Shiva Krishna, R. Gobinath, B. Arunkumar, G. Sangeetha, Model Development for Strength Properties of Laterized Concrete Using Artificial Neural Network Principles, 2020.P.O. Awoyera, I.I. Akinwumi, V. Karthika, R. Gobinath, R. Gunasekaran, N. Lokesh, M. Manikandan, T. Narmatha, Lightweight self-compacting concrete incorporating industrial rejects and mineral admixtures: strength and durability assessment, Silicon (2019).P.O. Awoyera, S. Karthik, P.R.M. Rao, R. Gobinath, Experimental and numerical analysis of large-scale bamboo-reinforced concrete beams containing crushed sand, Innov. Infrastruct. Sol. 4 (1) (2019). B. Arun Kumar, G. Sangeetha, A. Srinivas, P.O. Awoyera, R. Gobinath, V. Venkata Ramana, 2020, Models for.S.T. Banu, G. Chitra, P.O. Awoyera, R. Gobinath, Structural retrofitting of corroded fly ash based concrete beams with fibres to improve bending characteristics, Aust. J. Struct. Eng. 20 (3) (2019) 198–203.S.T. Banu, G. Chitra, R. Gobinath, P.O. Awoyera, E. Ashokkumar, Sustainable structural retrofitting of corroded concrete using basalt fibre composte, Ecol. Environ. Conserv. 24 (3) (2018) 353–357.R. Gobinath, I.I. Akinwumi, O.D. Afolayan, S. Karthikeyan, M. Manojkumar, S. Gowtham, A. Manikandan, Banana fibre-reinforcement of a soil stabilized with sodium silicate, Silicon (2019)S. Karthik, P. Rama Mohan Rao, P.O. Awoyera, R. Gobinath, R.R. Karri, Alkalinity and strength properties of concrete containing macro silica and ground granulated blast furnace slag, IET Conference Publications, 2018.L. Yadu, R.K. Tripathi, Effects of granulated blast furnace slag in the engineering behaviour of stabilized soft soil, Procedia Eng. 51 (2013) 125–131.P. Murthi, K. Poongodi, P.O. Awoyera, R. Gobinath, R. Saravanan, Enhancing the strength properties of high-performance concrete using ternary blended cement: OPC, nano-silica, bagasse ash, Silicon (2019).J.S. Trivedi, S. Nair, C. Iyyunni, Optimum utilization of fly ash for stabilization of sub-grade soil using genetic algorithm, Procedia Eng. (2013).T.A. Tamadher, B.K. Anuar, B.C. Zamri, Stabilisation of silty clay soil using chloride, J. Eng. Sci. Technol. Sch. Eng. Taylor’s Univ. Coll. 2 (1) (2007) 102–110.M.S. Al-Zoubi, Undrained shear strength and swelling characteristics of cement treated soil, Jordan J. Civ. Eng. 2 (1) (2008) 53–62.Erdal Cocas, Veysel Yazici, Vehbi Ozaydin, Stabilization of Expansive clays using ground granulated blast furnace slag & cement, Geotech. Geol. Eng. J. 27 (2009) 489–499.L. Jiang, M. Chirdchanin, O. Katsutada, Stabilization effects on surplus soft clay with cement & ground blast furnace slag, J. Environ. Sci. 16 (3) (2005) 397–403S. Wild, J.M. Kinuthia, R.B. Robinson, I. Humphries, Effects of ground granulated blastfurnace slag (ggbs) on the strength and swelling properties of lime-stabilised kaolinite in the presence of sulphates, Clay Miner. 31 (1996) 423–433.S. Wild, J.M. Kinuthia, G.I. Jones, D.D. Higgins, Effects of partial substitution of lime with ground granulated blast furnace (1998).I.A. Oyediran, O.F. Fadamoro, Strength characteristics of genetically different rice and coconut husk ash compacted shales, Int. J. Geo-Engineering 6 (1) (2015) 10.P.C. Kariuki, K. Shepherd, Meer F. Vander, Spectroscopy as a tool for studying swelling soils, in: A.A. alRawas, M.F.A. Goosen (Eds.), Expansive Soils e Recent Advances in Characterization and Treatment, Taylor and Francis Group, London, UK, 2006.K. Poongodi, P. Murthi, P.O. Awoyera, R. Gobinath, Effect of mineral admixtures on early age properties of high performance concrete, IOP Conf. Ser.: Mater. Sci. Eng. (2019)K. Poongodi, P. Murthi, R. Gobinath, A. Srinivas, G. Sangeetha, Mechanical properties of pavement quality concrete using recycled aggregate, Int. J. Innov. Technol. Exploring Eng. 9 (1) (2019) 33–38.K. Rajesh Kumar, S. Karthik, R. Ramamohan, P.O. Awoyera, R. Gobinath, A. Shivakrishna, P. Murthi, Shear resistance of portal frame reinforced with Bamboo and steel rebar: experimental and numerical evaluation, Int. J. Recent Technol. 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agent.pdf.jpgStudies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent.pdf.jpgimage/jpeg49639https://repositorio.cuc.edu.co/bitstream/11323/7268/4/Studies%20on%20strength%20characteristics%20of%20black%20cotton%20soil%20by%20using%20novel%20SiO2%20combination%20as%20a%20stabilizing%20agent.pdf.jpgf6ee4b9f0622a619d24aa891ddf7de5aMD54open accessTEXTStudies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent.pdf.txtStudies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent.pdf.txttext/plain1912https://repositorio.cuc.edu.co/bitstream/11323/7268/5/Studies%20on%20strength%20characteristics%20of%20black%20cotton%20soil%20by%20using%20novel%20SiO2%20combination%20as%20a%20stabilizing%20agent.pdf.txt4c07c7cb95f70eed07d4a212cdaeda1aMD55open access11323/7268oai:repositorio.cuc.edu.co:11323/72682023-12-14 11:35:21.338Attribution-NonCommercial-NoDerivatives 4.0 International|||http://creativecommons.org/licenses/by-nc-nd/4.0/open accessRepositorio Universidad de La 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