Published

1995-07-01

Condiciones de la superficie deslizamientos con falla

DOI:

https://doi.org/10.15446/ing.investig.n32.24805

Keywords:

superficie de falla, falla en el talud (es)
superficie de falla, falla en el talud (en)

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Authors

  • María Cecilia Sierra B. Universidad Nacional de Colombia
  • Álvaro J. González G. Universidad Nacional de Colombia

Se modelan seis (6) taludes con diferentes ángulos de inclinación y peso unitario de 1.8 ton/m3, módulo de Young de 500 ton/m2 y relación de Poisson de 0.45. En cada uno de estos taludes se calculan los esfuerzos a través del talud y se determinan los puntos que estén sometidos a mayores esfuerzos cortantes, correspondiendo estos a los estados de esfuerzos más críticos. La ubicación de estos puntos es por donde comenzaré y terminaré la superficie de falla. Se obtiene un gráfico de diseño que permite obtener la pendiente máxima que debe tener un talud para que no se presente falla local en ningún punto.

References

Aria, K and Tagyod, K (1985) Limit Analysis of Geotechnical Problems by Applying Lower - Bound Theorem, Soil and Foundations Vol 25 N. 4 pp 37-48 Dec. 1985. DOI: https://doi.org/10.3208/sandf1972.25.4_37

Báez E.E. (1989) Nomogramas de Diseño Taludes Bilineales en Condición Seca, Simposio Suramericano de Deslizamientos Vol. 7, pp 257 - 283 Agosto 1989, Paipa - Colombia.

Bishop, A.W. (1967) Progressive Failure with Special Reference to the Mechanism Causing 1. Proc Geotech, Conf. Oslo, 142-50.

Bjerrum L. (1967) Progressive Failure in Slope of Over Consolidated Plastic clay and Shales. Journal of the Soil Mechanics and Foundation Division Proceedings of the American Society of Civil Engineers, Vol. 93 No. SM9 Sep 1967. DOI: https://doi.org/10.1061/JSFEAQ.0001017

Booker, J.R. Davis, E.H. (1973) A note on Plasticity Solution to the Stability of Slopes in Homogenous Clays, - Technical notes - Geotechique pp 509-514. DOI: https://doi.org/10.1680/geot.1972.22.3.509

Casagrande, (1950) Notes on the Design of Earth Dams Journal of Boston Society of Civil Engineers Oct. 1950.

Chen War - Fah (1980) Plasticity in soil Mechanics and Landslides, Journal of the Engineering Mechanics Division - Vol 106 No. EM3 June 1980, 443-464. DOI: https://doi.org/10.1061/JMCEA3.0002598

Chen, W.F. and Giger, M.W. (1961) Limit Analysis of Stability of Slopes, Journal of the Soil Mechanics and Foundations Division, Vol 97, SM1 January, 1971. DOI: https://doi.org/10.1061/JSFEAQ.0001515

Christian, J.T. and Whitman, R (1969) One Dimensional Model for Progressive Failures. Proc 7th ICSMFE, Vol. 2 pp 541 - 546 - México 1969.

Denness, B (1974) Predicción de Deslizamientos a partir de un Análisis de Auto generación. Segundo Simposio Colombiano de Geotecnia. SCG-1973.

Drucker D.C. (1953) Colum Friction Plasticity and Limit Loads, - Presented of the Annual Meeting. of American Society of Mechanical Engineers. New York, N.Y., November 29 - December 4/1953. DOI: https://doi.org/10.21236/AD0002902

Drucker, Dc, Prager, W and Greenberg. H.J. (1952) Extended Limit Design Theorems for Continuous Media- Quarterly Journal of Applied Mathematics Vol 9 381-389 1952. DOI: https://doi.org/10.1090/qam/45573

Duncan J.M. and Seed, H, B. (1966) Strength Variation Along Failure Surface in Clay. Journal of the soil Mechanics and Foundation Division, Vol 92, No. SM6 November, 1966. DOI: https://doi.org/10.1061/JSFEAQ.0000927

González, A.J. (1987) Carga Critica en Cimientos Superficiales Continuos. - Ingeniería e Investigación Vol. 4 No. 2 pág. 3-10, 1 987. DOI: https://doi.org/10.15446/ing.investig.n14.19553

González, A.J. (1989) Sesión II Informe del Relator - I Simposio Suramericano de Deslizamientos, Vol. II - pp 23 - 59, Agosto 1989, Paipa - Colombia.

Janbu N., (1982) Slope Stability Evaluations Seventh Southeast Asian Geotechnical Conference Nov. 1982 Hong Kong.

Leshinski, D. (1990) Slope Stability Análisis Generalized Approach Journal of Geotechnical Engineering, ASCE Vol. 116, N.S. May 1 990. DOI: https://doi.org/10.1061/(ASCE)0733-9410(1990)116:5(851)

Pietkowski R. Czarnota - Bojarskir (1965) Dynamic computation of Development of Earth Slide, 6 Conferencia Internacional de Mecánica de Fundación de Suelos en Ingeniería.

Rice, J.R. (1973) The Initiation and Growth of Shear Bands - Symposiun on Plasticity and Soil Mechanics. - U of Cambridge - 1973.

Santamarina, C and Leonards, G.A. (1989) Stability Analysis with Non - Rigid Wedges. - I Simposio Suramericano de Deslizamientos - Vol I - pp 382 - 389 - Agosto 1989 - - Paipa Colombia.

Saver, E.K., and Fredlund, D.G. Effectives stress, Limit Equilibrium Back - analysis of Failed Slopes; Guidelines, - V Simposio Internacional de deslizamientos, Vol 7 Lausana, Suiza.

Trollope, D.J. (1973) Sequential Failure in Strain - Softening Soils, Proceedings, 8th International Conference on soil Mechanics and Foundation Engineering, Moscow, Vol. 1 pp 227-232.

Vaughan, P.R. (1991) Stability and Analysis of Deep Slides in Brittle Soil - Lessons from Carsington, Slope Stability Engineering - Thomas Telford, London 1991. DOI: https://doi.org/10.1680/ssedaa.16606.0001

Whitman R.V., and Baile, W.A. (1967) Use of Computer for Slopes Stability Analysis, - Journal of the Soil Mechanics and Foundation Division, Vol. 93 No. SM4. July 1967. DOI: https://doi.org/10.1061/JSFEAQ.0001003

How to Cite

APA

Sierra B., M. C. and González G., Álvaro J. (1995). Condiciones de la superficie deslizamientos con falla. Ingeniería e Investigación, (32), 20–27. https://doi.org/10.15446/ing.investig.n32.24805

ACM

[1]
Sierra B., M.C. and González G., Álvaro J. 1995. Condiciones de la superficie deslizamientos con falla. Ingeniería e Investigación. 32 (Jul. 1995), 20–27. DOI:https://doi.org/10.15446/ing.investig.n32.24805.

ACS

(1)
Sierra B., M. C.; González G., Álvaro J. Condiciones de la superficie deslizamientos con falla. Ing. Inv. 1995, 20-27.

ABNT

SIERRA B., M. C.; GONZÁLEZ G., Álvaro J. Condiciones de la superficie deslizamientos con falla. Ingeniería e Investigación, [S. l.], n. 32, p. 20–27, 1995. DOI: 10.15446/ing.investig.n32.24805. Disponível em: https://revistas.unal.edu.co/index.php/ingeinv/article/view/24805. Acesso em: 23 apr. 2025.

Chicago

Sierra B., María Cecilia, and Álvaro J. González G. 1995. “Condiciones de la superficie deslizamientos con falla”. Ingeniería E Investigación, no. 32 (July):20-27. https://doi.org/10.15446/ing.investig.n32.24805.

Harvard

Sierra B., M. C. and González G., Álvaro J. (1995) “Condiciones de la superficie deslizamientos con falla”, Ingeniería e Investigación, (32), pp. 20–27. doi: 10.15446/ing.investig.n32.24805.

IEEE

[1]
M. C. Sierra B. and Álvaro J. González G., “Condiciones de la superficie deslizamientos con falla”, Ing. Inv., no. 32, pp. 20–27, Jul. 1995.

MLA

Sierra B., M. C., and Álvaro J. González G. “Condiciones de la superficie deslizamientos con falla”. Ingeniería e Investigación, no. 32, July 1995, pp. 20-27, doi:10.15446/ing.investig.n32.24805.

Turabian

Sierra B., María Cecilia, and Álvaro J. González G. “Condiciones de la superficie deslizamientos con falla”. Ingeniería e Investigación, no. 32 (July 1, 1995): 20–27. Accessed April 23, 2025. https://revistas.unal.edu.co/index.php/ingeinv/article/view/24805.

Vancouver

1.
Sierra B. MC, González G. Álvaro J. Condiciones de la superficie deslizamientos con falla. Ing. Inv. [Internet]. 1995 Jul. 1 [cited 2025 Apr. 23];(32):20-7. Available from: https://revistas.unal.edu.co/index.php/ingeinv/article/view/24805

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Copyright (c) 1995 María Cecilia Sierra B., Álvaro J. González G.

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