TY - GEN
T1 - Propiedades Mecánicas De Un Suelo Con Adición De Ceniza De Pino Y Eucalipto, Baños Del Inca-Cajamarca
AU - Primitiva Rodríguez Ortiz, Jacqueline
AU - Elizabeth Núñez Vásquez, Kely
N1 - Publisher Copyright:
© 2024 Latin American and Caribbean Consortium of Engineering Institutions. All rights reserved.
PY - 2024
Y1 - 2024
N2 - Many cultures in the highlands region have indirectly stabilized their soils or paths on their paths, being the case of Baños del Inca - Cajamarca, the people or community members of the area add pine and eucalyptus ashes indirectly to their roads; This research aims to evaluate the physical mechanical properties of a soil in the area of Baños del Inca - Shaullo chico, the research is of a quantitative approach, of an experimental type having a base sample of a soil without adding any type of ash and then with each type of ash that is extracted from Shaullo Chico and from there the addition of 2% and 4% of pine and eucalyptus ash, to obtain the Proctor and the C.B.R; the standard sample obtained a PROCTOR of 1.61 g/cm3 and CBR of 1.55 g/cm3, with 2% pine ash in Proctor it reaches 1.80 g/cm3 and CBR with 1.74 g/cm3, 4% pine ash 1.90 g/cm3 and in CBR with 1.89 g/cm3, 2% eucalyptus ash in PROCTOR 1.94 g/cm3 and in CBR at 1.90 g/cm3 and 4% eucalyptus ash PROCTOR 1.62 g/cm3 and CBR 1.73 g/cm3, the difference between the highest value reached in the standard sample being 16.79% with 2% eucalyptus ash; it is observed that there is an increase in soil resistance with the addition of eucalyptus and pine ash, as well as an increase in the C.B.R, concluding that there is an increase in both pine and eucalyptus of the CBR.
AB - Many cultures in the highlands region have indirectly stabilized their soils or paths on their paths, being the case of Baños del Inca - Cajamarca, the people or community members of the area add pine and eucalyptus ashes indirectly to their roads; This research aims to evaluate the physical mechanical properties of a soil in the area of Baños del Inca - Shaullo chico, the research is of a quantitative approach, of an experimental type having a base sample of a soil without adding any type of ash and then with each type of ash that is extracted from Shaullo Chico and from there the addition of 2% and 4% of pine and eucalyptus ash, to obtain the Proctor and the C.B.R; the standard sample obtained a PROCTOR of 1.61 g/cm3 and CBR of 1.55 g/cm3, with 2% pine ash in Proctor it reaches 1.80 g/cm3 and CBR with 1.74 g/cm3, 4% pine ash 1.90 g/cm3 and in CBR with 1.89 g/cm3, 2% eucalyptus ash in PROCTOR 1.94 g/cm3 and in CBR at 1.90 g/cm3 and 4% eucalyptus ash PROCTOR 1.62 g/cm3 and CBR 1.73 g/cm3, the difference between the highest value reached in the standard sample being 16.79% with 2% eucalyptus ash; it is observed that there is an increase in soil resistance with the addition of eucalyptus and pine ash, as well as an increase in the C.B.R, concluding that there is an increase in both pine and eucalyptus of the CBR.
KW - Eucalyptus ash
KW - Pine ash
KW - Soil improvement
UR - https://www.scopus.com/pages/publications/85203827431
U2 - 10.18687/LACCEI2024.1.1.1081
DO - 10.18687/LACCEI2024.1.1.1081
M3 - Contribución a la conferencia
AN - SCOPUS:85203827431
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 -