Correo Electrónico
DNINFOA - SIA
Bibliotecas
Convocatorias
Identidad U.N.
Published
Mecanismos de licuación y flujo de suelos granulares durante sismos
Una amplia evidencia experimental ha mostrado que vibraciones de pequeña amplitud producen una disminución progresiva del volumen en suelos granulares; ello ocurre aún en el caso de arenas densas que podrían dilatar durante carga monotónica o unidireccional bajo un cierto nivel de esfuerzos de confinamiento. Por tanto, cuando un depósito de arena saturada se ve sometido a las ondas de corte que se propagan durante un sismo, la estructura de la arena tiende a densificarse. Sin embargo, como la duración de aplicación de los esfuerzos de corte cíclicos es, en general, muy pequeña en comparación con el tiempo necesario para que ocurra algún drenaje, la tendencia de la arena a disminuir de volumen durante cada ciclo se refleja en un incremento progresivo de la presión de poros (8,14). Esto produce una reducción continua del esfuerzo efectivo y consecuentemente una disminución en la resistencia al corte de la arena. Una disminución considerable de la resistencia puede conducir a fallas por corte, que en algunas ocasiones son de consecuencias catastróficas.
References
Alarcón-Guzmán, A.: Cyclic Stress-Strain and Liquefaction Characteristics of Sands. Thesis, Submitted to the Faculty of Purdue University in Partial Fulfillment of the Requirements for the Degree of Doctor of Philosophy. West Lafayette, IN. U.S.A., August, 1986.
Bishop, A. W.: Shear Strength Parameters for Undisturbed and Remolded Soil Specimens. Stress-Strain Behavior of Soils, Edited by R.H.G. Parry, 1972. Proceedings of the Roscoe Memorial Symposium, Cambridge University, pp. 358, March 29-31, 1971.
Castro, G.: Liquefaction of Sands. Harvard Soil Mechanics Series No. 81. Ph. D. Dissertation, Harvard University. Cambridge, Mass., 1969.
Castro, G. and Poulos. S. J.: Factors Affecting Liquefaction and Cyclic Mobility. Journal of the Geotechnical Engineering Division, ASCE, Vol. 103, No. GT6, pp. 501-516, June. 1977. DOI: https://doi.org/10.1061/AJGEB6.0000433
De Alba, P., Seed. H.B and Chan, C.K.: Sand Liquefaction in Large-Scale Simple Shear Tests, Journal of the Geotechnical Engineering Division, ASCE. Vol. 102. No. GT9, pp. 909-927. September, 1976. DOI: https://doi.org/10.1061/AJGEB6.0000322
Hanzawa, H.: Undrained Strength and Stability of a Quick Sand. Soils and Foundations, JSSMFE, Vol. 20, No. 2. pp. 1729, June, 1980. DOI: https://doi.org/10.3208/sandf1972.20.2_17
Holtz. R. D. and Kovacs, W.D.: An Introduction to Geotechnical Engineering, Prentice-Hall. Inc., Eaglewood Cliffs, N.J., 1981.
Ishihara, K.: Stability of Natural Deposits during Earthquakes. Theme Lecture No. 7. Proceedings of the 11th International Conference on Soil Mechanics and Foundation Engineering, Vol. 1, pp. 321-376, San Francisco, 1985.
Ladd, C.C., Foote, R., Ishihara. K., Schlosser, F. and Poulos. H. G.: Stress-Deformation and Strength Characteristics. SAR Report. Proceedings of the 9th International Conference on Soil Mechanics and Foundation Engineering. Vol. 2, pp. 421-494, Tokyo, 1977.
Lee, K. L. and Seed, H.B.: Cyclic Stress Conditions Causing Liquefaction of Sand. Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 93. No. SM1. pp. 47-70, January, 1967. DOI: https://doi.org/10.1061/JSFEAQ.0000945
Nemat-Nasser, S. and Takahashi, K.: Liquefaction and Fabric of Sand. Journal of Geotechnical Engineering, ASCE, Vol. 110, No. 9. pp. 1291-1306, September, 1984. DOI: https://doi.org/10.1061/(ASCE)0733-9410(1984)110:9(1291)
Poulos, S. J.: The Steady-State of Deformation. Journal of the Geotechnical Engineering Division, ASCE. Vol. 107, No. GT5, pp. 553-562, May. 1981. DOI: https://doi.org/10.1061/AJGEB6.0001129
Poulos, S.J., Castro, G. and France, J.W.: Liquefaction Evaluation Procedure, Journal of Geotechnical Engineering, Vol. 111. No. 6. pp. 772-792, June, 1985. DOI: https://doi.org/10.1061/(ASCE)0733-9410(1985)111:6(772)
Seed, H.B.: Soil Liquefaction and Cyclic Mobility Evaluation for Level Ground during Earthquakes. Journal of the Geotechnical Engineering Division, ASCE, Vol. 105 No. GT2. pp. 201-255, February, 1979. DOI: https://doi.org/10.1061/AJGEB6.0000768
Seed, H.B. and Lee K.L.: Liquefaction of Saturated Sands during Cyclic Loading. Journal of the Soil Mechanics and Foundations Division, ASCE, Vol. 92 No. SM6. pp. 105-134, November, 1966. DOI: https://doi.org/10.1061/JSFEAQ.0000913
Selig, E.T. and Chang, C.S.: Soil Failure Modes in Undrained Cyclic Loading. Journal of the Geotechnical Engineering Division, ASCE, Vol. 107. No. GT5. pp. 539-551, May, 1981. DOI: https://doi.org/10.1061/AJGEB6.0001128
Tobita, Y.: Effects of Fabric Change on Deformation Characteristics of Sand in Cyclic Shearing. Advances in the Mechanics and the Flow of Granular Materials. Mohsen Shahinpoor, Editor, Trans. Tech. Publications. Vol. 2, pp. 885901. 1983.
Vaid, Y.P. and Chern, J.C.: Effect of Static Shear on Resistance to Liquefaction. Soils and Foundations, JSSMFE, Vol. 23, No. 1. pp. 47-60. March. 1983. DOI: https://doi.org/10.3208/sandf1972.23.47
Vaid. Y.P. and Chern, J.C.: Cyclic and Monotonic Undrained Response of Saturated Sands. Advances in the Art of Testing Soils under Cyclic Conditions, ASCE Annual Convention. pp. 120-147, Detroit. October 21-25, 1985.
Youd, T.L.: Packing changes and Liquefaction Susceptibility. Technical Note. Journal of the Geotechnical Engineering Division. ASCE, Vol. 103, No. GT8. pp. 918-923. August, 1977. DOI: https://doi.org/10.1061/AJGEB6.0000478
How to Cite
APA
ACM
ACS
ABNT
Chicago
Harvard
IEEE
MLA
Turabian
Vancouver
Download Citation
CrossRef Cited-by
Dimensions
PlumX
Article abstract page views
Downloads
License
Copyright (c) 1987 Adolfo Alarcón Guzmán
This work is licensed under a Creative Commons Attribution 4.0 International License.
The authors or holders of the copyright for each article hereby confer exclusive, limited and free authorization on the Universidad Nacional de Colombia's journal Ingeniería e Investigación concerning the aforementioned article which, once it has been evaluated and approved, will be submitted for publication, in line with the following items:
1. The version which has been corrected according to the evaluators' suggestions will be remitted and it will be made clear whether the aforementioned article is an unedited document regarding which the rights to be authorized are held and total responsibility will be assumed by the authors for the content of the work being submitted to Ingeniería e Investigación, the Universidad Nacional de Colombia and third-parties;
2. The authorization conferred on the journal will come into force from the date on which it is included in the respective volume and issue of Ingeniería e Investigación in the Open Journal Systems and on the journal's main page (https://revistas.unal.edu.co/index.php/ingeinv), as well as in different databases and indices in which the publication is indexed;
3. The authors authorize the Universidad Nacional de Colombia's journal Ingeniería e Investigación to publish the document in whatever required format (printed, digital, electronic or whatsoever known or yet to be discovered form) and authorize Ingeniería e Investigación to include the work in any indices and/or search engines deemed necessary for promoting its diffusion;
4. The authors accept that such authorization is given free of charge and they, therefore, waive any right to receive remuneration from the publication, distribution, public communication and any use whatsoever referred to in the terms of this authorization.
