Strength of Concrete with River Sand and Peruvian Andean Straw
DOI:
https://doi.org/10.37843/rted.v17i1.456
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Abstract
The Andean zone of Peru has many plants that have forage (straw) that is used to feed animals and to make adobes in homes. Its objective was to determine the compressive and flexural resistance of concrete with river sand and Peruvian Andean straw. The research was based on the hypothetical-deductive method, positivist paradigm with a quantitative approach, experimental design and descriptive type. The population and sample were 42 concrete specimens. Its results in the mix design is 1: 1.8: 2 and 19.1 liters of water. Its compressive strength of the standard sample was 155.9 kg/cm2 at 7 days, 218.3 kg/cm2 at 14 days, 222.7 kg/cm2 at 28 days, and the sample with 0.5% plant fiber is 179.8. kg/cm2 at 7 days, 171.3 kg/cm2 at 14 days, 206.7 kg/cm2 at 28 days, in the flexural strength of the standard sample is 27.8 kg/cm2 at 7 days, 27.6 kg/ cm2 at 14 days and 30.2 kg/cm2 at 28 days, the sample with 0.5% plant fiber is 29.7 kg/cm2 at 7 days, 26.6 kg/cm2 at 14 days and 28.1 kg/cm2 at 28 days day.
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References
Chan-Yam, J. L., Solís-Carcaño, R., & Moreno, É. I. (2003). Influencia de los agregados pétreos en las características del concreto. Ingeniería, 7(2), 39-46. https://n9.cl/0dq1i
Chávez, Y., & Coasaca, B. (2018). Control de fisuras con fibras de Chillihua (Festuca dolichophylla), en losas de concreto simple y su influencia en sus propiedades mecánicas. https://n9.cl/85xc7
Chávez, R. & Chong, E. (2019). Diseño de concreto 175 Kg/cm2, 210 Kg/cm2 y 280, Kg/cm2, con agregado grueso del río Huallaga y agregado fino del río Sisa. https://n9.cl/c73y5
De la Lama Zubirán, P., de la Lama Zubirán, M. A., & de la Lama García, A. (2022). Los instrumentos de la investigación científica. Hacia una plataforma teórica que clarifique y gratifique. Horizonte de la Ciencia, 12(22), 189–202. https://doi.org/10.26490/uncp.horizonteciencia.2022.22.1078 DOI: https://doi.org/10.26490/uncp.horizonteciencia.2022.22.1078
Forero, H. S., & Rodríguez, J. S. (2017). Análisis comparativo entre el concreto simple y el concreto con adición de fibra de acero al 4% y 6%. Universidad Católica de Colombia. https://n9.cl/imd4i
Guevara, G., Hidalgo, C., Pizarro, M., Rodríguez, I., Rojas, L., & Segura, G. (2012) Efecto de la variación agua/cemento en el concreto. Tecnología en Marcha, 25(2), 80-86. https://doi.org/10.18845/tm.v25i2.1632 DOI: https://doi.org/10.18845/tm.v25i2.1632
Farji, A. (2007). Una forma alternativa para la enseñanza del método hipotético-deductivo. Interciencia, 32 (10). https://n9.cl/6qfxb7
Hernández, D., & León, D. (2017). Estudio de concreto adicionado con fibras de polipropileno o sintéticas al 2%. https://n9.cl/b2qamc
Hernández-Sampieri, R., Fernández-Collado, C., & Baptista-Lucio, P. (2014). Metodología de la investigación (6a. ed.). McGraw-Hill.
Herrera, J. (2018). Las prácticas investigativas contemporáneas. Los retos de sus nuevos planteamientos epistemológicos. Revista Scientific, 3(7). https://doi.org/10.29394/Scientific.issn.2542-2987.2018.3.7.0.6-15 DOI: https://doi.org/10.29394/Scientific.issn.2542-2987.2018.3.7.0.6-15
Kosmatka, S. H., Panarese, W. C., & Bringas, M. S. (1992). Diseño y control de mezclas de concreto. Instituto Mexicano del Cemento y del Concreto. https://n9.cl/og08h
Luis, P. (2004). Población muestra y muestreo. Punto Cero, 9(8) 69-74. https://n9.cl/qs80
Martínez-Molina, W., Torres-Acosta, A. A., Alonso-Guzmán, E. M., Chávez-García, H. L., Hernández-Barrios, H., Lara-Gómez, C., Martínez-Alonso, W., Pérez-Quiroz, J. T., Bedolla-Arroyo, J. A., & González-Valdéz, F. M. (2015). Concreto reciclado: una revisión. Revista ALCONPAT, 5(3), 235-248. https://n9.cl/14t6x DOI: https://doi.org/10.21041/ra.v5i3.91
Nieto, L., & Tello, E. (2019). Adobe estabilizado con mucílago de penca de tuna, resistentes al contacto con el agua para la construcción de viviendas populares empleados en la sierra del Perú. https://n9.cl/1v7vf
Pachas, J., & Romero, Y. (2029). El estudio descriptivo en la investigación científica. Acta Jurídica Peruana, 2(2). https://n9.cl/0zwxr
Rodríguez, M., & Mendivelso, F. (2018). Diseño de investigación de corte transversal. Revista Médica Sanitas, 21(3), 141-147. https://n9.cl/6g30g DOI: https://doi.org/10.26852/01234250.20
Rojas, I. (2011). Elementos para el diseño de técnicas de investigación: una propuesta de definiciones y procedimientos en la investigación científica. Tiempo de Educar, 12 (24), 277-297. http://hdl.handle.net/20.500.11799/38942
Soler, D. (2016). Funciones de la Estadística en la publicación de artículos científicos originales. Atenas, 3 (35). 1-14. https://n9.cl/x078k
Solís, R. G., Moreno, E. I., & Arjona, E. (2012). Resistencia de concreto con agregado de alta absorción y baja relación a/c. Revista de la Asociación Latinoamericana de Control de Calidad, Patología y Recuperación de la Construcción, 2(1),21-29. https://n9.cl/i61mv DOI: https://doi.org/10.21041/ra.v2i1.23
Tirado-Paz, E. D., Tirado-Rebaza, L. U. M., & Montanchez-Picardo, E. G. (2022). Estado de conservación de la especie Festuca Dolichophylla en la microcuenca de calientes, provincia de Candarave, región Tacna, Perú - 2017. Revista Ciencia, Tecnología e Innovación, 20(26), 179-190. https://doi.org/10.56469/rcti.vol20n26.713 DOI: https://doi.org/10.56469/rcti.v20i26.713
Zurita, J., Márquez, H., Miranda, G., & Villasís, M. (2018). Estudios experimentales: diseños de investigación para la evaluación de intervenciones en la clínica. Revista alegría México, 65(2), 178-186. https://doi.org/10.29262/ram.v65i2.37 DOI: https://doi.org/10.29262/ram.v65i2.376
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