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...

Full description

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
id RCUC2_aa8fd6cd004fb6136083e2e428c9b57f
oai_identifier_str oai:repositorio.cuc.edu.co:11323/7268
network_acronym_str RCUC2
network_name_str REDICUC - Repositorio CUC
repository_id_str
dc.title.spa.fl_str_mv 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.
publishDate 2020
dc.date.accessioned.none.fl_str_mv 2020-11-11T22:41:52Z
dc.date.available.none.fl_str_mv 2020-11-11T22:41:52Z
dc.date.issued.none.fl_str_mv 2020
dc.type.spa.fl_str_mv Artículo de revista
dc.type.coar.fl_str_mv http://purl.org/coar/resource_type/c_2df8fbb1
dc.type.coar.spa.fl_str_mv http://purl.org/coar/resource_type/c_6501
dc.type.content.spa.fl_str_mv Text
dc.type.driver.spa.fl_str_mv info:eu-repo/semantics/article
dc.type.redcol.spa.fl_str_mv http://purl.org/redcol/resource_type/ART
dc.type.version.spa.fl_str_mv info:eu-repo/semantics/acceptedVersion
format http://purl.org/coar/resource_type/c_6501
status_str acceptedVersion
dc.identifier.uri.spa.fl_str_mv https://hdl.handle.net/11323/7268
dc.identifier.doi.spa.fl_str_mv https://doi.org/10.1016/j.matpr.2020.01.597
dc.identifier.instname.spa.fl_str_mv Corporación Universidad de la Costa
dc.identifier.reponame.spa.fl_str_mv REDICUC - Repositorio CUC
dc.identifier.repourl.spa.fl_str_mv https://repositorio.cuc.edu.co/
url https://hdl.handle.net/11323/7268
https://doi.org/10.1016/j.matpr.2020.01.597
https://repositorio.cuc.edu.co/
identifier_str_mv Corporación Universidad de la Costa
REDICUC - Repositorio CUC
dc.language.iso.none.fl_str_mv 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.
dc.rights.spa.fl_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
dc.rights.uri.spa.fl_str_mv http://creativecommons.org/licenses/by-nc-nd/4.0/
dc.rights.accessrights.spa.fl_str_mv info:eu-repo/semantics/openAccess
dc.rights.coar.spa.fl_str_mv http://purl.org/coar/access_right/c_abf2
rights_invalid_str_mv Attribution-NonCommercial-NoDerivatives 4.0 International
http://creativecommons.org/licenses/by-nc-nd/4.0/
http://purl.org/coar/access_right/c_abf2
eu_rights_str_mv openAccess
dc.format.mimetype.spa.fl_str_mv application/pdf
dc.publisher.spa.fl_str_mv Corporación Universidad de la Costa
dc.source.spa.fl_str_mv Materials Today: Proceedings
institution Corporación Universidad de la Costa
dc.source.url.spa.fl_str_mv https://www.sciencedirect.com/science/article/pii/S2214785320307173
bitstream.url.fl_str_mv https://repositorio.cuc.edu.co/bitstreams/f85af5d7-f9ae-4aa3-9b86-be6d1614dce2/download
https://repositorio.cuc.edu.co/bitstreams/b6094b5a-f5bc-401b-9afe-49da3269d30f/download
https://repositorio.cuc.edu.co/bitstreams/84650853-2e0a-498c-86b2-2754f1d2419c/download
https://repositorio.cuc.edu.co/bitstreams/f766b253-f5ee-4b2a-93d2-59d48eeee5bd/download
https://repositorio.cuc.edu.co/bitstreams/61103640-cf2a-486a-a208-28535b434b9d/download
bitstream.checksum.fl_str_mv fc152d83bd7c36084b405f3e1910faa3
4460e5956bc1d1639be9ae6146a50347
e30e9215131d99561d40d6b0abbe9bad
f6ee4b9f0622a619d24aa891ddf7de5a
4c07c7cb95f70eed07d4a212cdaeda1a
bitstream.checksumAlgorithm.fl_str_mv MD5
MD5
MD5
MD5
MD5
repository.name.fl_str_mv Repositorio de la Universidad de la Costa CUC
repository.mail.fl_str_mv repdigital@cuc.edu.co
_version_ 1811760670103830528
spelling R., GobinathG., RajaE., PrasathG., ShyamalaViloria, AmelecVarela, Noel2020-11-11T22:41:52Z2020-11-11T22:41:52Z2020https://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.R., GobinathG., RajaE., PrasathG., ShyamalaViloria, AmelecVarela, Noelapplication/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. Eng. 8 (1) (2019) 445–452.PublicationORIGINALStudies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent.pdfStudies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing agent.pdfapplication/pdf85245https://repositorio.cuc.edu.co/bitstreams/f85af5d7-f9ae-4aa3-9b86-be6d1614dce2/downloadfc152d83bd7c36084b405f3e1910faa3MD51CC-LICENSElicense_rdflicense_rdfapplication/rdf+xml; charset=utf-8805https://repositorio.cuc.edu.co/bitstreams/b6094b5a-f5bc-401b-9afe-49da3269d30f/download4460e5956bc1d1639be9ae6146a50347MD52LICENSElicense.txtlicense.txttext/plain; charset=utf-83196https://repositorio.cuc.edu.co/bitstreams/84650853-2e0a-498c-86b2-2754f1d2419c/downloade30e9215131d99561d40d6b0abbe9badMD53THUMBNAILStudies on strength characteristics of black cotton soil by using novel SiO2 combination as a stabilizing 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/bitstreams/f766b253-f5ee-4b2a-93d2-59d48eeee5bd/downloadf6ee4b9f0622a619d24aa891ddf7de5aMD54TEXTStudies 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/bitstreams/61103640-cf2a-486a-a208-28535b434b9d/download4c07c7cb95f70eed07d4a212cdaeda1aMD5511323/7268oai:repositorio.cuc.edu.co:11323/72682024-09-16 16:41:13.289http://creativecommons.org/licenses/by-nc-nd/4.0/Attribution-NonCommercial-NoDerivatives 4.0 Internationalopen.accesshttps://repositorio.cuc.edu.coRepositorio de la Universidad de la Costa CUCrepdigital@cuc.edu.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

Publicaciones similares