Mostrar el registro sencillo del ítem

Comparative for obtaining the optimum dosage of the soil-cement in clays of high and low plasticity

dc.contributor.authorRojas Suárez, Jhan Piero
dc.contributor.authorPrada Botia, Gaudy Carolina
dc.contributor.authorOrjuela Abril, Martha Sofia
dc.date.accessioned2021-11-22T14:30:16Z
dc.date.available2021-11-22T14:30:16Z
dc.date.issued2019-11-29
dc.identifier.urihttp://repositorio.ufps.edu.co/handle/ufps/1214
dc.description.abstractDosage is a technique to modify and improve the conditions of the soil-cement that comply with the conditions of the "Instituto Nacional de Vías" standard and in the same way, is economic to be implemented in different types of clay. The clay was classified depending on its plasticity (high plasticity and low plasticity) and the behavior at loads; making laboratory tests of modified proctor, compaction and CBR% for the clays with 4% of soil cement; at the same time, the results of CBR% of soil cement of 4% with natural soils, of 6% of cement and 1 were compared. In this way, was made a proposal of the elaboration of each type of soil-cement with its respective percentage, concluding that the clay of high plasticity can be used for subgrade and the one of low plasticity has a weak bearing capacity.eng
dc.format.mimetypeapplication/pdfspa
dc.language.isoengspa
dc.publisherJournal of Physics: Conference Seriesspa
dc.relation.ispartofJournal of Physics: Conference Series
dc.rightsContent from this work may be used under the terms of the Creative Commons Attribution 3.0 licence. Any further distribution of this work must maintain attribution to the author(s) and the title of the work, journal citation and DOI. Published under licence by IOP Publishing Ltdeng
dc.sourcehttps://iopscience.iop.org/article/10.1088/1742-6596/1386/1/012079/metaspa
dc.titleComparative for obtaining the optimum dosage of the soil-cement in clays of high and low plasticityeng
dc.typeArtículo de revistaspa
dcterms.referencesŠeputytė-Jucik J, Pundienė I, Kičaitė A and Pranckevičienė J 2015 Influence of plasticizer amount on rheological and hydration properties of CEM II type Portland cements IOP Conference Series: Materials Science and Engineering 96 012019spa
dcterms.referencesChairuddin F and Evelyn 2018 Compression strength testing model on clay soil stabilization using variations of cement composition IOP Conference Series: Materials Science and Engineering 434 012192spa
dcterms.referencesSetiyawan P, Wedyowibowo R and Hawik R 2018 Properties of high strength concrete applied on Semarang - Bawen Highway IOP Conference Series: Earth and Environmental Science 140 012148spa
dcterms.referencesWijeyesekera D, Ho M, Bai X and Bakar I 2016 Strength and stiffness development in soft soils: A FESEM aided soil microstructure viewpoint IOP Conference Series: Materials Science and Engineering 136 012041spa
dcterms.referencesAndrade F A, Al-qureshi H A and Hotza D 2011 Applied clay science measuring the plasticity of clays: A review Applied Clay Science 51 1spa
dcterms.referencesHastuty I P, Roesyanto Limbong M N and Oberlyn J 2018 California bearing ratio (CBR) test on stabilization of clay with lime addition IOP Conference Series: Materials Science and Engineering 309 012076spa
dcterms.referencesHastuty I, Roesyanto I and Simanjuntal O 2018 The stability of clay using Portland cement and calsium carbide residue with California bearing ratio (CBR) value IOP Conference Series: Materials Science and Engineering 126 012019spa
dcterms.referencesRamírez J C, Osorio H and Parra R 2007 Escalafón de la competitividad de los departamentos en Colombia (Colombia: Naciones Unidas CEPAL)spa
dcterms.referencesInstituto Nacional de Vías (INVIAS) 2007 Relaciones de humedad–masa unitaria seca en los suelos, I.N. V. E–141–07 (Colombia: Instituto Nacional de Vías)spa
dcterms.referencesRedondo R and Clavijo M 2017 Análsis y comparación de las investigaciones para la obtención de la dosificación optima del suelo cemento en diferentes tipos de arcilla (Colombia: Universidad Francisco de Paula Santander)spa
dcterms.referencesArias J, Cárdenas J and Bautista J 2015 Análisis comparativo para los productos estabilizantes geostab y cemento en la subrasante para el corredor vial Chinácota-Toledo-Monaga, Norte de Santander (Colombia: Universidad Francisco de Paula Santander)spa
dcterms.referencesSerran S, Barbosa R and Clavijo D 2016 Dosificación óptima del suelo cemento para la estabilización de una subrasante de 50 metros de tramo ubicado entre Lourdes y Sardinata (Colombia: Universidad Francisco de Paula Santander)spa
dcterms.referencesMonsalve L, Giraldo L and Maya J 2012 Diseño de pavimento flexible y rígido (Colombia: Universidad del Quindío)spa
dc.identifier.doi10.1088/1742-6596/1386/1/012079
dc.publisher.placeLondres, Reino Unidospa
dc.relation.citationeditionVol.1386 No.1.(2019)spa
dc.relation.citationendpage7spa
dc.relation.citationissue1 (2019)spa
dc.relation.citationstartpage1spa
dc.relation.citationvolume1386spa
dc.relation.citesSuárez, J. R., Abril, M. O., & Botía, G. P. (2019, November). Comparative for obtaining the optimum dosage of the soil-cement in clays of high and low plasticity. In Journal of Physics: Conference Series (Vol. 1386, No. 1, p. 012079). IOP Publishing.
dc.relation.ispartofjournalJournal of Physics: Conference Seriesspa
dc.rights.accessrightsinfo:eu-repo/semantics/openAccessspa
dc.rights.creativecommonsAtribución 4.0 Internacional (CC BY 4.0)spa
dc.type.coarhttp://purl.org/coar/resource_type/c_6501spa
dc.type.contentTextspa
dc.type.driverinfo:eu-repo/semantics/articlespa
dc.type.redcolhttp://purl.org/redcol/resource_type/ARTspa
oaire.accessrightshttp://purl.org/coar/access_right/c_abf2spa
oaire.versionhttp://purl.org/coar/version/c_970fb48d4fbd8a85spa
dc.type.versioninfo:eu-repo/semantics/publishedVersionspa


Ficheros en el ítem

Thumbnail
Nombre:
Comparative for obtaining the ...
Tamaño:
535.6Kb
Formato:
application/pdf
Ver/

Este ítem aparece en la(s) siguiente(s) colección(ones)

Mostrar el registro sencillo del ítem