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Vol 199
Pages:
219
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Evaluation of the stability of slopes with using native and foreign software

Authors:
A. M. Mochalov1
S. A. Ishutin2
A. A. Pavlovich3
R. Yu. Sapachev4
About authors
  • 1 — National Mineral Resources University (Mining University)
  • 2 — National Mineral Resources University (Mining University)
  • 3 — National Mineral Resources University (Mining University)
  • 4 — CJSC «Polymetal Engineering»
Date submitted:
2011-11-30
Date accepted:
2012-01-04
Date published:
2012-05-01

Abstract

With permanent increasing of depth of open pit exploitation stress strain behavior of side array changes, so the choice of the necessary and corresponding to reality  geomechanical scheme is an important issue. Currently,there is large number of software to estimation the stability slopes. This article provides a comparison of different programs based  on numerical method and the method of limiting  equilibrium.

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References

  1. Зубков В.В. Оценка фактора безопасности для анализа устойчивости бортов карьеров / В.В.Зубков, И.А.Зубкова // Записки Горного института. 2011. Т.190. С.183-191.
  2. Мочалов А.М. Расчет устойчивости откосов плоского профиля в однородной среде // Тр. ВНИИ горной геомеханики и маркшейдерского дела. 1976. Сб.100. С.116-128.
  3. Соколовский В.В. Статика сыпучей среды. М.: Физматгиз, 1960. 243 с.
  4. Тейлор Д. Основы механики грунтов. М.: Стройиздат, 1960. 596 с.
  5. Терцаги К. Инженерная геология. М.: ГОНТИ, 1939. 390 с.
  6. Федоров И.В. Методы расчета устойчивости склонов и откосов. М.: Госстройиздат, 1962. 202 с.
  7. Феллениус В. Статика грунтов. М.: Госстройиздат, 1933. 48 с.
  8. Фисенко Г.Л. Устойчивость бортов карьеров и отвалов. М.: Недра, 1965. 378 с.
  9. Чугаев Р.Р. Земляные гидротехнические сооружения. Л.: Энергия, 1967. 460 с.
  10. Albataineh N. Slope stability analysis using 2d and 3d methods // The Graduate Faculty of The University of Akron. 2006. 143 p.
  11. Bishop A. The use of slip circles in the stability analysis of earth slopes // Geotechnique. 1955. Vol.5. N.1. P.7-17.
  12. Spencer E. A method of analysis of the stability of embankments assuming parallel inter-slice forces // Geotechnique. 1967. Vol.17. N.1. P.11-26.

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