STUDY OF THE RESISTANCE OF THE SOIL SHEAR IN THE TAMBO

Authors

  • Betty María Condori Quispe Universidad Nacional del Centro del Perú
  • Dayana Montalvan Salcedo Universidad Nacional del Centro del Perú

DOI:

https://doi.org/10.26490/uncp.prospectivauniversitaria.2011.8.1259

Keywords:

Resistencia, esfuerzo cortante, suelos

Abstract

It examines the significance of the shear strength in soils and the importance of parameters such as cohesion and angle of internal friction in the models used for engineering design, particularly in the security level to be guaranteed both construction and during its lifetime. This study presents the work carried out and reveal the characteristics, physical and mechanical properties of soils that are located in the El Tambo district, Huancayo. It was necessary to find the best knowledge and use of geotechnical conditions for its solution is the different deposits of various kinds, identify their constituents know their properties and analyze their behavior to external requests that alter their state natural.

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References

Terzaghi K. y Peck R.B., Soil Mechanics in Engineering Practice, John Wiley, New York, 1967.

Megar, Francois. Geología del Cuadrángulo de Huancayo. Edt. Servicio de Geología y Minería; Lima, Marzo de 1968.

Meyerhof G.G. Bearing capacity and settlement of pile foundation, Eleventh TerzaghiiLectura, Journal of the Soil Mechanics and Fooundation Division, ASCE, GT3,1976.

Braja M. Das, (2000), Principios de ingeniería de cimentaciones, Colonia Santa María La Ribera

México

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Published

2022-01-15

Issue

Vol. 8 No. 1 (2011): Prospectiva Universitaria

Section

Area III - Architecture and Engineering

License

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How to Cite

STUDY OF THE RESISTANCE OF THE SOIL SHEAR IN THE TAMBO. (2022). University Prospective in Engineering and Technology, 8(1), 150-152. https://doi.org/10.26490/uncp.prospectivauniversitaria.2011.8.1259