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Correlation between CBR and Resistance to Unconfned Compression
dc.contributor.author | Sandoval Vallejo, Eimar Andres | |
dc.contributor.author | Rivera Mena, William Albeiro | |
dc.date.accessioned | 2020-01-08T19:11:36Z | |
dc.date.available | 2020-01-08T19:11:36Z | |
dc.date.issued | 2019-08-23 | |
dc.identifier | http://revistas.unimilitar.edu.co/index.php/rcin/article/view/3478 | |
dc.identifier | 10.18359/rcin.3478 | |
dc.identifier.uri | http://hdl.handle.net/10654/33447 | |
dc.description | The thickness and layer properties of a pavement structure are highly determined by subgrade stiffness. However, in some cases, performing direct stiffness tests is impossible, at least forthe required frequency, which indicates that correlations with other soil properties must be used.Therefore, this paper reveals the results from an experimental program conducted to obtain correlations between the California bearing ratio (CBR) of undisturbed fne-grained soils and their unconfned compressive strength and/or some index properties. For these purposes, CBR, unconfnedcompressive strength, Atterberg limits, granulometry, and natural moisture content tests were performed. Thirty-eight samples were selected to guarantee a statistical power and confdence level of95%, together with minimum Pearson correlation coefcient (r) of 0.60. Although correlating the CBRwith the index properties assessed was impossible, the study made correlations between the natural and saturated CBR and unconfned compressive strength. These correlations, at r > 0.80, werethen compared against the correlations reported in the literature between CBR and other undrainedshear strength tests. For the same strength, the CBR values determined herein are considerablysmaller than the correlations reported in the literature. | eng |
dc.description | Los espesores y propiedades de las capas de una estructura de pavimento son altamentedeterminados por la rigidez de la subrasante. En algunos casos, no es posible la ejecución de pruebas directas para determinar dicha rigidez, al menos en la frecuencia requerida, y es necesario usarcorrelaciones con otras propiedades del suelo. Este artículo presenta resultados de un programaexperimental realizado para obtener correlaciones entre el CBR (por sus siglas en inglés) inalteradode suelos fnos con su resistencia a la compresión inconfnada o algunas propiedades índice. Se realizaron ensayos de CBR de laboratorio, resistencia a la compresión inconfnada, límites de Atterberg,granulometría y humedad natural. El número de muestras (38) fue seleccionado para garantizar seguridad y poder estadístico del 95 % y un coefciente de correlación de Pearson (r) mínimo de 0,60.Aunque no fue posible correlacionar el CBR con las propiedades índice evaluadas, se obtuvieroncorrelaciones entre el CBR natural y saturado, y la resistencia a la compresión inconfnada. Las correlaciones obtenidas, que tuvieron valores r > 0,80, fueron comparadas con algunas correlaciones en laliteratura entre el CBR y otros ensayos de resistencia no drenada. Para la misma resistencia, los CBRen este estudio son considerablemente menores que los de dichas correlaciones. | spa |
dc.format | application/pdf | |
dc.format | text/xml | |
dc.language.iso | spa | |
dc.publisher | Universidad Militar Nueva Granada | spa |
dc.rights | Derechos de autor 2019 Ciencia e Ingeniería Neogranadina | spa |
dc.rights | https://creativecommons.org/licenses/by-nc-nd/4.0 | spa |
dc.source | Ciencia e Ingenieria Neogranadina; Vol 29 No 1 (2019); 135-152 | eng |
dc.source | Ciencia e Ingeniería Neogranadina; Vol. 29 Núm. 1 (2019); 135-152 | spa |
dc.source | Ciencia e Ingeniería Neogranadina; v. 29 n. 1 (2019); 135-152 | por |
dc.source | 1909-7735 | |
dc.source | 0124-8170 | |
dc.title | Correlation between CBR and Resistance to Unconfned Compression | eng |
dc.title | Correlación del CBR con la resistencia a la compresión inconfnada | spa |
dc.type | info:eu-repo/semantics/article | |
dc.type | info:eu-repo/semantics/publishedVersion | |
dc.type | Text | eng |
dc.type | Texto | spa |
dc.relation.references | http://revistas.unimilitar.edu.co/index.php/rcin/article/view/3478/3335 | |
dc.relation.references | http://revistas.unimilitar.edu.co/index.php/rcin/article/view/3478/3360 | |
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dc.relation.references | /*ref*/American Association of State Highway and Transportation Officials. Mechanistic-empirical pavement design guide, A Manual of Practice. Washington, D.C. United States, 2008, 205 p. | |
dc.relation.references | /*ref*/G. H. Gregory y S. A. Cross, “Correlation of CBR with Shear-Strength Parameters,” en Proceedings of 9th Int. Conf. on Low-Volume Roads, 2007, pp. 1-14. | |
dc.relation.references | /*ref*/B. R. Christopher, C. Schwartz y R. Boudreau. Geotechnical aspects of pavements. Washington D.C., United States: U.S. Department of Transportation, Federal Highway Administration, Report No. NHI-05-037, 2006, 888 p. | |
dc.relation.references | /*ref*/Minitab 17 Statistical Software. [Computer software], Minitab, Inc. State College, United States, 2010: (https://www.minitab.com). | |
dc.relation.references | /*ref*/ASTM D1883 – 05. Standard Test Method for CBR (California Bearing Ratio) of Laboratory-Compacted Soils. ASTM International, 2005. | |
dc.relation.references | /*ref*/ASTM D2166 – 00. Standard Test Method for Unconfined Compressive Strength of Cohesive Soil. ASTM International, 2000. | |
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dc.relation.references | /*ref*/ASTM D46913 – 09. Standard Test Method for Particle-Size Distribution (Gradation) of Soils Using Sieve Analysis. ASTM International, 2009. | |
dc.relation.references | /*ref*/ASTM D2216 – 10. Standard Test Method for Laboratory Determination of Water (Moisture) Content of Soil and Rock by Mass. ASTM International, 2010. | |
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dc.relation.references | /*ref*/W. P. M. Black, “A method of estimating the California bearing ratio of cohesive soils from plasticity data,” Géotechnique, Vol.12, no. 4, pp. 271-282, 1962. DOI: https://doi.org/10.1680/geot.1962.12.4.271 | |
dc.relation.references | /*ref*/N. B. Shirur y S. G. Hiremath, “Establishing relationships between CBR value and physical properties of soil,” IOSR Journal of Mechanical and Civil Engineering, Vol.11, no. 5, pp. 26-30, 2014. | |
dc.relation.references | /*ref*/W. P. M. Black, “The calculation of laboratory and in-situ values of California bearing ratio from bearing capacity data,” Géotechnique, Vol.11, no. 1, pp. 14-21, 1961. DOI: https://doi.org/10.1680/geot.1961.11.1.14 | |
dc.relation.references | /*ref*/W. P. M. Black y N. W. Lister. The strength of clay fill subgrades: its prediction in relation to road performance. Crowthorne, Berkshire, UK: TRRL Laboratory Report 889, Transport and Road Research Laboratory, 1979, 30 p. | |
dc.relation.references | /*ref*/A. W. Skempton, “The Bearing Capacity of Clays,” en Proceedings of Building Research Congress, 1951, pp. 180-190. | |
dc.relation.references | /*ref*/W. P. M. Black. The strength of clay fill subgrades: its measurement by a penetrometer. Crowthorne, Berkshire, UK: TRRL Laboratory Report 901, Transport and Road Research Laboratory, 1979, 13 p. | |
dc.subject.proposal | Undisturbed CBR | eng |
dc.subject.proposal | Fine-Grained Soils | eng |
dc.subject.proposal | Unconfned Compressive Strength | eng |
dc.subject.proposal | Natural Moisture | eng |
dc.subject.proposal | Saturated Soils | eng |
dc.subject.proposal | CBR inalterado | spa |
dc.subject.proposal | suelos de grano fino | spa |
dc.subject.proposal | resistencia a compresión inconfinada | spa |
dc.subject.proposal | análisis estadístico | spa |
dc.subject.proposal | humedad natural | spa |
dc.subject.proposal | suelo saturado | spa |
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