Study of the slope stability in the face of rapid drawdown processes in dams
Keywords:
slope stability, earth dams, fast unloading, unsaturated soils, drawdown velocityAbstract
The objective of the research is to analyze the behavior of the safety factor of the upstream slope in earth dams, given the variation in the speed of the transient flow associated with rapid release phenomena. Three case studies of earth dams are presented: La Ruda, Canasí and Jaruco, located in the Mayabeque province. For the execution of the models, the SEEP/W and SLOPE/W tools of the GeoStudio 2018 program are used and the Morgenstern-Price method is used to obtain the safety factor. The analysis is performed for the estimated characteristic curve and for the resulting hydraulic conductivity curve using the Fredlund & Xing method. The fundamental results show a reduction of the factor of safety associated with the speed of transient water flow for all the cases analyzed.
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Armas R. y Horta E. (1987). "Presas de Tierra". Ingeniería Hidráulica, ISBN 978-959-07-1141-1, Instituto Superior Politécnico José Antonio Echeverría (Cujae), La Habana, Cuba.
Boushehrian A., Rezaee A. and Vafamand A. (2017). Studying the Effect of Horizontal Drains on Stability of Heterogeneous and Homogeneous Earth Dams during Rapid Drawdown Condition. Journal of Structural Engeneering and Geotechnics, 7(1), 31–45. ISSN (impreso) 2476-5465. Irán.
Flores I. (2019). Modificación de las pendientes de los taludes en presas de tierra bajo condiciones de saturación parcial. Tesis de Maestría. Universidad Tecnológica de La Habana ¨José Antonio Echeverría¨.
Flores I., Tristá J. y Haramboure Y. (2020). Estabilidad de taludes durante un desembalse rápido en presas de tierra con suelos parcialmente saturados. Ingeniería y Desarrollo, 38(1), 19. ISSN 2145-9371. Colombia
Haramboure Y., Flores I. y Tristá J. (2021). Efecto de desembalse en la estabilidad de presas de tierra: dos casos de estudio en Cuba. Ingeniería Hidráulica y Ambiental, XLII (1), 42–53. ISSN 1815–591X. Cuba.
Jia G., Zhan L., Chen Y. and Fredlund D. (2009). “Performance of a large-scale slope model subjected to rising and lowering water levels”. Engineering Geology, 92–103. https://doi.org/10.1016/j.enggeo.2009.03.003. Estados Unidos.
López A. (2019). Estudio del comportamiento de una presa en tierra durante desembalse rápido. Caso: Presa Mancilla en Colombia. XVI Pan- American Conference on Soil Mechanics and Geotechnical Engineering. Doi:10.3233/STAL190234
Sherard J. (1953). “Influence of Soil Properties and Construction Methods on the Performance of Homogeneous Earth Dams,”. Technical Memorandum 645, Bureau of Reclamation, Denver, Colorado.
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