RELIABILITY OF RESERVOIR DAMS UNDER CONDITIONS OF FILTRATION ANISOTROPY OF SOILS TAKEN INTO ACCOUNT OF SEISMIC IMPACTS

Authors

  • E.A. Kim Institute of Mechanical Science, Automation and Geomechanics of National academy of Sciences K.R. Author

Keywords:

filtration anisotropy, dam, limit equilibrium, seismic impact, sliding surface, stability coefficient, loamy soil

Abstract

The influence of filtration anisotropy of soils on the results of a quantitative assessment of the overall stability of hydraulic structures has been studied. Since the object is located in a seismically active area, seismic stability calculations were performed with the filtration anisotropy coefficient K2/K1=10.

References

1. Гольдин А.Л., Рассказов Л.Н. Проектирование грунтовых плотин. М.: Энергоатомиздат, 1987. 304 с.

2. Анахаев К.Н., Ляхевич P.A. Фильтрация в анизотропных грунтовых плотинах/Безопасность гидротехнических сооружений «Гидротехническое строительство», № 4, 2005. С. 19-22.

3. СНиП II-7-81*. Строительство в сейсмических районах.

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Published

2026-02-15

Issue

Vol. 56 No. 2 (2024): СОВРЕМЕННЫЕ ПРОБЛЕМЫ МЕХАНИКИ

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