| dc.creator | Mora, Otto | |
| dc.creator | Murillo, Michel | |
| dc.creator | Rosanía A, Tiana | |
| dc.creator | Castañeda Amashta, Abraham Guillermo | |
| dc.creator | Pinto C., Rosa | |
| dc.creator | Padilla-Muñoz, Andrea | |
| dc.date | 2020-06-02T16:04:49Z | |
| dc.date | 2020-06-02T16:04:49Z | |
| dc.date | 2020 | |
| dc.date.accessioned | 2023-10-03T20:01:12Z | |
| dc.date.available | 2023-10-03T20:01:12Z | |
| dc.identifier | 2319-8613 | |
| dc.identifier | 0975-4024 | |
| dc.identifier | https://hdl.handle.net/11323/6314 | |
| dc.identifier | DOI: 10.14419/ijet.v9i2.30628 | |
| dc.identifier | Corporación Universidad de la Costa | |
| dc.identifier | REDICUC - Repositorio CUC | |
| dc.identifier | https://repositorio.cuc.edu.co/ | |
| dc.identifier.uri | https://repositorioslatinoamericanos.uchile.cl/handle/2250/9173899 | |
| dc.description | A comparative analysis was carried out to observe the variation of a flexible pavement structural thickness, due to the use of different meth-ods to calculate the CBR design value, as an essential variable to estimate the Subgrade Resilient Modulus (Mr) through an empirical corre-lation. The Asphalt Institute Method and the Mean Criterion Method were applied to calculate de Design CBR value of a homogeneous roadway division from a representative track section located in the Bolivar Department, Colombia. As a result, the Design Percentiles of the CBR design unit were expanded for the Asphalt Institute method, thus, allowing the approach of more reliable and safe designs, con-sidering that this method limits the selection percentiles to three traffic levels. | |
| dc.format | application/pdf | |
| dc.language | eng | |
| dc.publisher | International Journal of Engineering and Technology | |
| dc.relation | [1] Castillo, C. (2014), Revisión de los métodos de diseño de pavimentos flexibles "AASHTO93" y el "MODELO ELASTICO LINEAL", mediante el modelo viscoelastico propuesto por la "ME PDG NCHRP 1-37A (3D-MOVE)". Bogotá. | |
| dc.relation | [2] AASHTO 93. (s.f.). AASHTO guide for design of pavement structure, American Association of State and Highway Transportation Officials. | |
| dc.relation | [3] Sánchez, F. (2016), Diseño de Pavimentos Asfalticos para calles y carreteras. | |
| dc.relation | [4] Sas, W., Gluchowski, A., & Szymanski, A. (2012), Determination of the Resilient modulus MR for the lime stabilized clay obtained from the repeated loading CBR tests. https://doi.org/10.2478/v10060-011-0070-0. | |
| dc.relation | [5] Esfahani, M.A., & Goli, A. (2018), Effects of Aggregate Gradation on Resilient Modulus and CBR in Unbound Granular Materials. DOI:10.22119/ijte.2018.49727 | |
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| dc.relation | [7] Asphalt Institute Method: http://www.asphaltinstitute.org/engineering/design/ | |
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| dc.relation | [9] Instituto Nacional de Vías INVÍAS – Colombia: https://www.invias.gov.co/index.php/documentos-tecnicos | |
| dc.relation | [10] Goenaga, B., Fuentes, L., & Mora, O. (2018), A Practical Approach to Incorporate Roughness-Induced Dynamic Load in Pavement Design and Performance Prediction. ResearchGate. https://doi.org/10.1007/s13369-018-3414-9. | |
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| dc.relation | [12] Dione, A., Fall, M., Berthaud, Y., Benboudjama, F., & Michou, A. (2014). Implementation of Resilient Modulus–CBR relationship in Mechanistic Pavement Design. Sciences Appliquées et de l'Ingénieur, 1(2), 65-71. | |
| dc.relation | [13] Erlingsson, S. (2007). On forecasting the resilient modulus from the CBR value of granular bases. Road materials and pavement design, 8(4), 783-797. https://doi.org/10.1080/14680629.2007.9690099. | |
| dc.relation | [14] Cafiso, S., & Di Graziano, A. (2012). Definition of homogenous sections in road pavement measurements. Procedia-Social and Behavioral Sciences, 53, 1069-1079. https://doi.org/10.1016/j.sbspro.2012.09.956. | |
| dc.relation | [15] Misra, R., & Das, A. (2003). Identification of homogeneous sections from road data. International Journal of Pavement Engineering, 4(4), 229-233. https://doi.org/10.1080/10298430410001672237. | |
| dc.rights | CC0 1.0 Universal | |
| dc.rights | http://creativecommons.org/publicdomain/zero/1.0/ | |
| dc.rights | info:eu-repo/semantics/openAccess | |
| dc.rights | http://purl.org/coar/access_right/c_abf2 | |
| dc.subject | Asphalt | |
| dc.subject | CBR | |
| dc.subject | Design | |
| dc.subject | Flexible pavement | |
| dc.subject | Pavement design | |
| dc.title | Analysis of CBR design value selection methods on flexible pavement design: Colombia case studyb | |
| dc.type | Artículo de revista | |
| dc.type | http://purl.org/coar/resource_type/c_6501 | |
| dc.type | Text | |
| dc.type | info:eu-repo/semantics/article | |
| dc.type | info:eu-repo/semantics/publishedVersion | |
| dc.type | http://purl.org/redcol/resource_type/ART | |
| dc.type | info:eu-repo/semantics/acceptedVersion | |
| dc.type | http://purl.org/coar/version/c_ab4af688f83e57aa | |
