TY - GEN
T1 - Clasificación y resistencia al corte del suelo en una Institución Educativa
AU - Lopez Flores, Yerson Wilson
AU - Gutiérrez, Miguel Armando Benites
AU - Quiroz, Josualdo Carlos Villar
AU - Meza, Rómulo Alberto Rojas
AU - Cárdenas-Rodríguez, Karina Jacqueline
AU - Calvanapón-Alva, Flor Alicia
N1 - Publisher Copyright:
© 2023 Latin American and Caribbean Consortium of Engineering Institutions. All rights reserved.
PY - 2023/1/1
Y1 - 2023/1/1
N2 - Research conducted in an educational institution, the objective was to determine the relationship between soil classification and shear strength. For this purpose, a non-experimental cross-sectional design, correlational scope was used; the population and sample was the soil; the data collection techniques used were documentary review, interview and observation; descriptive and inferential statistics were used in the data analysis. The problem is the deficiencies present in the pavilions and slabs such as fissures, cracks and sinking, which has been harming the students before the pandemic. A low plasticity sandy clayey soil (CL) was obtained, ∅=19.311+0.203*LP with r2=0.874 and ε=0.073, and c=-0.768+0.576*γm with r2=0.921 and ε=0.004 according to SPSS software. It is concluded in that the existing relationship between classification and soil shear strength in I.E. 80140 "J.F.S.C." was determined, and a Dashboard of soil shear strength was created that will allow future projects to have better foundation designs and optimize costs in it.
AB - Research conducted in an educational institution, the objective was to determine the relationship between soil classification and shear strength. For this purpose, a non-experimental cross-sectional design, correlational scope was used; the population and sample was the soil; the data collection techniques used were documentary review, interview and observation; descriptive and inferential statistics were used in the data analysis. The problem is the deficiencies present in the pavilions and slabs such as fissures, cracks and sinking, which has been harming the students before the pandemic. A low plasticity sandy clayey soil (CL) was obtained, ∅=19.311+0.203*LP with r2=0.874 and ε=0.073, and c=-0.768+0.576*γm with r2=0.921 and ε=0.004 according to SPSS software. It is concluded in that the existing relationship between classification and soil shear strength in I.E. 80140 "J.F.S.C." was determined, and a Dashboard of soil shear strength was created that will allow future projects to have better foundation designs and optimize costs in it.
KW - Classification
KW - educational institution
KW - shear strength
KW - soil
UR - https://www.scopus.com/pages/publications/85172351730
M3 - Contribución a la conferencia
AN - SCOPUS:85172351730
T3 - Proceedings of the LACCEI international Multi-conference for Engineering, Education and Technology
BT - Proceedings of the 21st LACCEI International Multi-Conference for Engineering, Education and Technology
A2 - Larrondo Petrie, Maria M.
A2 - Texier, Jose
A2 - Matta, Rodolfo Andres Rivas
PB - Latin American and Caribbean Consortium of Engineering Institutions
T2 - 21st LACCEI International Multi-Conference for Engineering, Education and Technology, LACCEI 2023
Y2 - 19 July 2023 through 21 July 2023
ER -