TY - GEN
T1 - RESISTENCIA A COMPRESIÓN Y FLEXIÓN DEL ADOBE TRADICIONAL REUTILIZANDO RESIDUOS DE LADRILLO DE ARCILLA TRITURADO, CAJAMARCA 2023
AU - Sofía Gonzalez Escalante, Antuanet
AU - Nau Diaz Vera, Carlos
AU - Alejandra Velásquez Huayta, Félix
N1 - Publisher Copyright:
© 2024 Latin American and Caribbean Consortium of Engineering Institutions. All rights reserved.
PY - 2024
Y1 - 2024
N2 - The construction sector is key to the economic and social development of countries; however, it produces debris that damages the environment. For this reason, this article aimed to determine the compression and bending resistance of traditional adobe units reusing clay brick waste from the demolition of works in Cajamarca. The methodology presented a quantitative approach, with an experimental and application-type design. The population and sample were made up of 80 traditional adobe units with the incorporation of 0%, 5%, 10% and 15% of crushed clay brick waste, following what is indicated in the N.T.E. E 0.80. The tests revealed that the pattern adobe showed a compressive strength of 20.95 kg/cm2 while the adobes with RCD obtained 22.18 kg/cm2 22.54 kg/cm2 and 23.23 kg/cm2 respectively. Regarding flexural resistance, the pattern adobe showed resistance to 5.71 kg/cm2 while the adobes with RCD reached 6.88 kg/cm2 8.05 kg/cm2 and 7.52 kg/cm2 respectively. Demonstrating that the adobe with 15% RCD had greater compressive strength and that with 10% RCD had greater flexural strength. This study contributed to sustainable construction.
AB - The construction sector is key to the economic and social development of countries; however, it produces debris that damages the environment. For this reason, this article aimed to determine the compression and bending resistance of traditional adobe units reusing clay brick waste from the demolition of works in Cajamarca. The methodology presented a quantitative approach, with an experimental and application-type design. The population and sample were made up of 80 traditional adobe units with the incorporation of 0%, 5%, 10% and 15% of crushed clay brick waste, following what is indicated in the N.T.E. E 0.80. The tests revealed that the pattern adobe showed a compressive strength of 20.95 kg/cm2 while the adobes with RCD obtained 22.18 kg/cm2 22.54 kg/cm2 and 23.23 kg/cm2 respectively. Regarding flexural resistance, the pattern adobe showed resistance to 5.71 kg/cm2 while the adobes with RCD reached 6.88 kg/cm2 8.05 kg/cm2 and 7.52 kg/cm2 respectively. Demonstrating that the adobe with 15% RCD had greater compressive strength and that with 10% RCD had greater flexural strength. This study contributed to sustainable construction.
KW - clay brick
KW - residue
KW - resistance
KW - Traditional adobe
UR - https://www.scopus.com/pages/publications/85203802694
U2 - 10.18687/LACCEI2024.1.1.1687
DO - 10.18687/LACCEI2024.1.1.1687
M3 - Contribución a la conferencia
AN - SCOPUS:85203802694
T3 - Proceedings of the LACCEI international Multi-conference for Engineering, Education and Technology
BT - Proceedings of the 22nd LACCEI International Multi-Conference for Engineering, Education and Technology
T2 - 22nd LACCEI International Multi-Conference for Engineering, Education and Technology, LACCEI 2024
Y2 - 17 July 2024 through 19 July 2024
ER -