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.
Область исследования:
Geology
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
- Dashko R.E. Rock mechanics: the Textbook for high schools. Moscow: Nedra, 1987. 264 р.
- Engineering geology of the USSR. Vol.1. Platform regions of the European part of the USSR / Edited by E.S.Komarov. Moscow: Nedra, 1991. 356 p.
- Molokov L.A. Interaction of engineering constructions with the geological environment. Moscow: Nedra, 1988. 94 р.
Similar articles
Mathematical model of impact energy pulse changes in «rock drill – rod – rock» system of rotary-percussion drill rigs
2010 S. A. Resheten
Synthesis of means supply water to waterreceiver, Driven along long face
2010 V. I. Medvedkov, M. I. Trishin, A. A. Sidorenko
Estimation of stresses in system «massive – support – shaft drift» at dynamic loadings
2010 I. E. Dolgiy, D. A. Kotikov