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Vol 186
Pages:
13-17
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RUS
Research article
Geology

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:
A. M. Zhukova
About authors
  • postgraduate student Saint Petersburg State Mining Institute (Technical University)
Date submitted:
2009-08-17
Date accepted:
2009-10-18
Date published:
2010-02-01

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.

Keywords:
high-rise building geotechnical engineering conditions tectonic fault paleovalley Upper Vendian clays fissuring water bearing horizon water pressure auger piles strains
Жукова А.М. Инженерно-геологические и гидрогеологические особенности оценки условий строительства и эксплуатации высотных зданий (на примере локальной зоны правобережья р.Невы) // Записки Горного института. 2010. Т. 186 . С. 13-17.
Zhukova A.M. 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) // Journal of Mining Institute. 2010. Vol. 186 . p. 13-17.
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References

  1. Дашко Р.Э. Механика горных пород. М.: Недра, 1987. 264 с.
  2. Дашко Р.Э. Загрязнение подземного пространства как фактор развития техноприродных процессов (на примере Санкт-Петербурга) / Р.Э.Дашко, А.А.Александрова // Материалы годичной сессии Научного совета РАН по проблемам геоэкологии, инженерной геологии и гидрогеологии «Сергеевские чтения X». М.: ГЕОС, 2008. С.62-66.
  3. Дашко Р.Э. Инженерно-геологические особенности коренных глин Санкт-Петербурга как среды для размещения подземных сооружений / Р.Э.Дашко, А.А.Еремеева // Материалы Международного симпозиума «Инженерно-геологические проблемы урбанизированных территорий». Екатеринбург: Аква-Пресс, 2001. С.675-681.

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