Geotechnical engineering features of the estimation of stability of heavy constructions of designed cement works in Novorossiysk
Authors:
About authors
- student Saint Petersburg State Mining Institute (Technical University)
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
References
- Дашко Р.Э. Механика горных пород: Учебник для вузов. М.: Недра, 1987. 264 с.
- Инженерная геология СССР. Т.1 Платформенные регионы европейской части СССР / Под ред. И.С.Комарова. М.: Недра, 1991. 356 c.
- Молоков Л.А. Взаимодействие инженерных сооружений с геологической средой. М.: Недра, 1988. 94 c.
Similar articles
The mechanism of optimization of the control system of traffic of resources in the chain of deliveries on the example of the enterprise of open company «KNAUF GIPS ARKHANGELSK»
2010 V. A. Modyanova
Selection of optimal scheme of a reclamation of mining damp of the open-cast «Mejdyrechensky»
2010 I. R. Levchuk
The estimation features of vulnerability and desintegration оf subway construction materials in Saint Petersburg
2010 P. V. Kotyukov
Definition of dependent cadastral value estimation indicators of urban land sections (on the example of Kostomuksha)
2010 O. Yu. Lepikhina