Estimation of innovative methods for calculating the stability of foundations under the possibility of a deep shift

Authors

  • V. B. Shvec д.т.н., профессор., Ukraine
  • O. A. Ruban к.т.н., доцент., Ukraine
  • Yu. B. Balashova к.т.н., доцент., Ukraine
  • V. V. Kovalev асп., Ukraine

Keywords:

innovative methods, calculation of the stability of the foundations.

Abstract

In the article an estimation of methods of calculating the stability of foundations with a possibility of a deep shift, based on the "method of compartments," taking into account the various types of impacts, geometrical parameters and strength characteristics of soils is given.

Author Biographies

V. B. Shvec, д.т.н., профессор.

Pridneprovsk State Academy of Construction and Architecture, Dnipropetrovsk

O. A. Ruban, к.т.н., доцент.

Pridneprovsk State Academy of Construction and Architecture, Dnipropetrovsk

Yu. B. Balashova, к.т.н., доцент.

Pridneprovsk State Academy of Construction and Architecture, Dnipropetrovsk

V. V. Kovalev, асп.

Pridneprovsk State Academy of Construction and Architecture, Dnipropetrovsk

References

А.М. Караулов Поставка и решение задачи устойчивости откосов и склонов как задачи линейного программирования // Основания и фундаменты, механика грунтов №3 – М. – 2005. – С.2-6.

Устойчивость слоистых грунтовых сооружений на деформируемом основании. Монография / Рубан О.А. Днепропетровск, ПГАСиА, 2005 – 182 с.

Issue

Section

Innovative lifecycle technology of housing and civil, industrial and transportation purposes