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Vol 186
Pages:
41-45
Download volume:
RUS
Research article
Geology

Geotechnical engineering features of the estimation of stability of heavy constructions of designed cement works in Novorossiysk

Authors:
Yu. V. Khaliullina
About authors
  • student Saint Petersburg State Mining Institute (Technical University)
Date submitted:
2009-08-03
Date accepted:
2009-10-30
Date published:
2010-02-01

Abstract

In the paper possibilities of constructing industrial heavy structures near slopes are described. The influence of tectonics, seismicity, a relief, deposit rocks thicknesses, their physical properties of geotechnical engineering feature are analyzed. The law of marls durability change is established. Positions of the most probable surfaces of sliding in cracked monoclonal deposit thickness are shown. The estimation of stability of the loaded slopes is made. Some recommendations for maintenance of structure stability are given.

Keywords:
industrial heavy structures geotechnical engineering feature marl cracked monoclonal deposit thickness surfaces of sliding stability of the loaded slopes maintenance of structure stability
Халиуллина Ю.В. Инженерно-геологические особенности оценки устойчивости тяжелых сооружений проектируемого цементного завода в Новороссийске // Записки Горного института. 2010. Т. 186 . С. 41-45.
Khaliullina Y.V. Geotechnical engineering features of the estimation of stability of heavy constructions of designed cement works in Novorossiysk // Journal of Mining Institute. 2010. Vol. 186 . p. 41-45.
Go to volume 186

References

  1. Дашко Р.Э. Механика горных пород: Учебник для вузов. М.: Недра, 1987. 264 с.
  2. Инженерная геология СССР. Т.1 Платформенные регионы европейской части СССР / Под ред. И.С.Комарова. М.: Недра, 1991. 356 c.
  3. Молоков Л.А. Взаимодействие инженерных сооружений с геологической средой. М.: Недра, 1988. 94 c.

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