Authors: Castañeda, Javier A., Pérez, Adriana, Gil, Jacky F.A.
Superior Title: Revista Colombiana de Estadística; Vol. 25 Núm. 1 (2002); 31-41 ; Revista Colombiana de Estadística; Vol. 25 No. 1 (2002); 31-41 ; 2389-8976 ; 0120-1751
Subject Terms: Concentration Levels, Censoring, Geometric Standard Deviation, Hougaard Asymmetry Measurement, Niveles de concentración, Censura, Desviación Geométrica, Estadística
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Relation: https://revistas.unal.edu.co/index.php/estad/article/view/28543/28835; https://revistas.unal.edu.co/index.php/estad/article/view/28543
Superior Title: Ingeniería e Investigación; No. 38 (1997); 41-55 ; Ingeniería e Investigación; Núm. 38 (1997); 41-55 ; 2248-8723 ; 0120-5609
Subject Terms: Concrete mix, Concrete compression, Quality of concrete, Standard deviation, Acceptability, Statistical analysis, Compressive Strength, Construction Materials, Ingeniería civil, Mezcla de hormigón, Compresión del hormigón, Calidad del hormigón, Desviación standard, Aceptabilidad, Análisis estadístico, Resistencia a la compresión, Materiales de construcción
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Relation: https://revistas.unal.edu.co/index.php/ingeinv/article/view/20968/21883; Gonnerman, H. F, “Effect of Size and Shape of Test Specimen on Compressive Strength of Concrete,” in Proceedings, American Society for Testing and Materials, V. 25, Part 2, 1925, pp. 237-250.; Tucker, J., Jr., “Effect of Dimensions of Specimens Upon Precision of Strength Data,” Proceedings, American Society for Testing and Materials, V. 45, 1945, pp. 952-960.; Price, W. H., “Factors Influencing Concrete Strength, “ACI Journal, V. 22, No. 6, (Proceedings V. 47), February 1951, pp. 417-432.; Concrete Manual, 7th Edition, U.S. Bureau of Reclamation, Denver, Colo., 1963, p. 582; Neville, A. M., “A General Relation for Strength of Concrete Specimens of Different Shapes and Sizes,” ACI Journal, Proceedings, V. 63, No. 10, October 1966, pp. 1095-1109; Malhotra V. M., “Are 4 x 8 Inch Concrete Cylinders as Good as 6 x 12 Inch Cylinders for Quality Control of Concrete,” ACI Journal, Proceedings, V. 73, No. 1, January 1976, pp. 33-36.; Forstie, D. A. and Schnormeier, R. H., “Development and Use of 4 by 8 Inch Concrete Cylinders in Arizona,” Concrete International, V. 3, No. 7, July 1981, pp. 42-45.; Nasser, K. W. and Kenyon, J. C., “Why Not 3 x 6 Inch Cylinder for Testing Concrete Compressive Strength?” ACI Journal, Proceedings, V. 81, No. 1, Jan-Feb 1984, pp. 47-53.; Nasser, K. W. and Al-Manaseer, A. A., "It’s Time for a Change from 6 x 12 to 3 x 6 Inch Cylinders,” ACI Materials Journal, V. 84, No. 3, 1987, pp. 213-216.; Carino, N. J., et al. “Effects of Testing Variables on the Measured Compressive Strength of High-Strength (90 MPa) Concrete,” Nat. Inst. of Stand. and Tech. (U.S.), NISTIR 5405, 1993, 154 pp.; Day, R. L. and Haque, M. N., “Correlation between Strength of Small - and Standard - Size Concrete cylinders,” Materials Journal, V. 90, No. 5, Sept. - Oct. 1993, pp. 452-462.; Day, R. L., “Strength Measurement of Concrete Using Different Cylinder Sizes: A Statistical Analysis,” Cement, Concrete, and Aggregates, V. 16, No. 1, June 1994, pp. 21-30.; Day, R. L.,“The Effect of Mold Size and Mold Material on Compressive Strength Measurement Using Concrete Cylinders,” Cement, Concrete, and Aggregates, CCAGPD, V. 16, No. 2, Dec. 1994, pp. 159-166.; Aïtcin, P.-C., et al “Effects of Size and Curing on Cylinder Compressive Strength of Normal and High-Strength concretes,” ACI Materials Journal, V. 91, No. 4, July-August 1994, pp. 349-354.; American Concrete Institute, ACI Committee 209, “Prediction of Creep, Shrinkage and Temperature Effects in Concrete Structure,” Designing for Effects of Creep, Shrinkage and Temperature in Concrete Structures, SP-27, Detroit, 1971, pp. 51-93.; Galvis, J., “Ensayo de Resistencia a Compresión del Concreto sobre Cilindros de 7.5 x 15 cms y 10 x 20 cms,” Séptimas Jornadas Estructurales de la Ingeniería de Colombia, 1992, pp. 1-5.; Cepeda, F. A. y Viana, V. J., “Efectos de las Dimensiones de los Cilindros de Prueba sobre el Resultado de los Ensayos de Compresión en el Concreto,” Universidad Javeriana, Santafé de Bogotá, 1982.; Vélez, P. A. y Zapata, M. J., “Relaciones Estadísticas Experimentales para la Resistencia del Concreto,” Universidad de Medellín, Medellín, 1987.; Quimbay, R. N. y Ruiz, G., “Investigación, Diseño, Obtención y Ensayos de Concretos de Alta Resistencia,” Universidad Nacional de Colombia, Santafé de Bogotá, 1995.; David, M. R. y Muñoz, F. A., “Utilización de Cilindros de Dimensiones no Normalizadas en el Control de Calidad de Mezclas de Concreto,” Universidad Militar “Nueva Granada”, Santafé de Bogotá, 1996.; Peterman, M. B. and Carrasquillo, R. L., “Production of High Strength Concrete,” Research Report 315-1F, Center for Transportation Research, University of Texas, Austin, Oct 1983, 286 pages.; Date, C. B. and Schnormeier, R. H., “Day to - Day Comparison of 4 - and 6-in. Diameter Concrete Cylinder Strengths,” Concrete International, Vol. 6, No. 8, 1984, pp. 24 - 26.; Janak, K. J., “Comparative Compressive strength of 4 in. by 8 in. versus 6 in. by 12 in. Concrete Cylinders Along with the Investigation of Concrete Compressive Strength at 56 Days,” Report 3-I-4-16, Materials and Test Division, Texas State Department of Highways and Public Transportation, Austin, TX, March 1985, 36 pages.; Carrasquillo, P. M. and Carrasquillo, R. L., “Evaluation of the Use of Current Concrete Practice in the Production of High Strength Concrete,” American Concrete Institute Materials Journals, Vol. 85, No 1, 1988, pp. 4954.; Díaz, S. F, “Especímenes Cilíndricos de 10x20 cm Otra Opción para el Control de Calidad del Concreto,” IMCYC 204, Mayo 1988, pp. 23-29.; Cook, J. E. “10.000 PSI Concrete”, Concrete International, Oct. 1989, pp. 67-75.; Howard, L. N. and Leathman, D. M., “The Production and Delivery of High Strength Concrete,” Concrete International, April 1989, Vol. 11, No. 4, pp. 26-30.; Moreno, J., “225 W. Wacker Drive,” Concrete International, Vol. 12, No. 1, Jun 1990, pp. 35-39.; Chojnacki, B. and Read, P., “Compressive Strength Test Procedures for Testing High Strength Concrete,” Research Report by Trow Inc., Canadian Department of Supply and Services, File 09SQ.23440-9-9171, Sept 1990.; Day, R. L., “The Effect of Early Freezing and Cold Curing on Strength Development of Fly Ash Concretes,” in Proceedings of the 2nd Canadian Symposium on Cement and Concrete, S. Mindess, Ed., University of British Columbia, Vancouver, July 1991, pp. 197-208.; Lessard, M. and Aïtcin, P.-C., “Testing High Performance Concrete,” In High Performance Concrete, Y. Malier, Ed., E & FN Spoon Publishers, London, 1992, pp. 196-213.; Baalbaki, W., et al “Influence of Specimen Size of Compressive Strength and Elastic Modulus of High-Performace Concrete,” Cement, Concrete, and Aggregates, Vol. 14, No. 2, 1992, pp. 113-117.; Baalbaki, W., et al “La Mesure Pratique de la Résistance a la Compression des Béton”, Department of Civil Engineering, University of Sherbrooke, Canada 1993.; Pistilli, M. F. and Willems, T., Evaluation of Cylinders Size and Capping Method in Compression Strength Testing of Concrete,” Cement, Concrete and Aggregates, Vol. 15, No 1, 1993, pp. 59-69.; Hollis, H. R., “The Effect of Shape and Size on the Compressive Strength of Concrete Test Specimens,” Honours Project Report, University of Manchester, 1960, (As reported in Neville, A. M., “A General Relation for Strengths of Concrete Specimens of Different Shapes and Sizes,” Journal of the American Concrete Institute, Vol. 63, No. 10, 1966, pp. 1095-1109).; Reinforced Concrete: An International Manual, Translated by C. Van Amerogen, UNESCO/Butterworths, London, 1971, pp. 1920.; Carrasquillo, R. L., Nilson, A. H., and Slate, F. O., “Properties of High Strength Concrete Subject to Short - Term Loads,” Journal of the American Concrete Institute, May 1981, Vol. 78, No. 3, pp. 171-178.; Detwiler, R. J. and Bickley, J. A., “An Analysis of Interlaboratory Test Program Results,” Concrete Tecnology, pp. 103-115.; Garralon, J. J., “Por Qué Cilindros de 15x30 cm para Obtener la Resistencia a Compresión del Hormigón?,” Informes de la Construcción/351-352, pp. 55-62.; Gómez, C. J. G., “Resistencia Real de Diseño de una Mezcla de Concreto,” Informaciones Técnicas, Sika, DCT-SI-48-10-95, 1995, 5 páginas.; Kennedy, J. B. y Neville, A. M., “Estadística para Ciencias e Ingeniería” 2 Edición, México, D. F, Harla, S. A. De C. V., 1982, 466 páginas.; Kennedy, S., et al “Results of an Interlaboratory Test Program: Compressive Strength of Concrete,” Cement, Concrete and Aggregates, CCAGDP, Vol. 17, No 1, June 1995, pp. 3-10.; Koike, S., "Effect of Specimen Size on Probability Distribution of Concrete Strength,” CAJ Review, 1981, pp. 77-80.; https://revistas.unal.edu.co/index.php/ingeinv/article/view/20968
Authors: Gómez Cortés, José Gabriel
Superior Title: Ingeniería e Investigación; No. 11 (1985); 10-16 ; Ingeniería e Investigación; Núm. 11 (1985); 10-16 ; 2248-8723 ; 0120-5609
Subject Terms: Calidad del hormigón, Desviación standard, Aceptabilidad, Instituto Americano del Concreto, Análisis estadístico, Concreto, Ingeniería civil, Quality of concrete, Standard deviation, Acceptability, American Concrete Institute, Statistical Analysis, Concrete
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Relation: https://revistas.unal.edu.co/index.php/ingeinv/article/view/19501/20546; Taryal, M. Said. “Analysis of various compliance criteria for compressive strength of concrete”. ACI Journal, March-April/82.; Chung. H. W. “El dilema de la aceptación de pruebas de concreto”’. Journal del ACI Agosto/78. Traducido por Revista IMCYC, Vol. 18 No. 111, Julio/80.; Grant. Eugene. “Control de Calidad estadístico” CECSA; Comité conjunto CEB-CIB-FIP-RILEM. “Principios recomendados para el control de calidad del hormigón y criterios para su aceptación o rechazo”. Revista Informes de la Construcción Nos. 329 y 330. Instituto Eduardo Torroja. Madrid 1981.; Instituto Americano del Concreto. “Reglamento de las construcciones de concreto reforzado ACI 318-77 y comentarios”. Traducción del Instituto Mexicano del Cemento y del Concreto IMCYC. México 1977.; Sociedad Colombiana de Ingenieros. “Código Colombiano de Construcciones Sismo-resistentes”. Decreto 1400 de 1984.; https://revistas.unal.edu.co/index.php/ingeinv/article/view/19501