Geotechnical engineering and hydrogeological specifics of estimate high-rise buildings construction and operation conditions (in terms of local zone on the right bank of Neva river)
Authors:
About authors
- postgraduate student Saint Petersburg State Mining Institute (Technical University)
Abstract
In the paper specificity of geotechnical engineering conditions in the local zone of the right river Neva bank are considered. The influence of underground topographies of Pre-Quaternary soils roof formed by paleovalleys on the specificity of engineering geological profile is analyzed. Influence of tectonic faults on physical and mechanical properties of Upper Kotlin clays (Upper Vendian) which it is planned to use as the basis for high-rise constructions is considered. Negative influence of Low Kotlin (Upper Vendian) pressure water-bearing horizon on clay properties in the construction foundation and structural materials is investigated.
Область исследования:
Geology
Keywords:
high-rise building
geotechnical engineering conditions
tectonic fault
paleovalley
Upper Vendian clays
fissuring
water bearing horizon
water pressure
auger piles
strains
References
- Dashko R.E. Rock mechanics. Moscow: Nedra, 1987. 264 р.
- Dashko R.E., Aleksandrova A.A. Pollution of underground space as the development factor of technogenic processes (on an example of St.-Petersburg) // Materials of annual session of Scientific council of the Russian Academy of Sciences on problems of geoecology, engineering geology and hydrogeology «Sergeevsky readings X». Moscow: GEOS, 2008, P.62-66.
- Dashko R.E., Yeremeyeva A.A. Engineering-geological features of St.-Petersburg bedrock clays as environment for placing of underground constructions // Materials of the International symposium «Engineering-geological problems of the urbanised territories». Ekaterinburg: Akva-press, 2001. P.675-681..
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