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.
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