Calculated evaluation of shoring of deep excavation in the restrained urban conditions (Khabarovsk, Russia)
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- Kudriavtcev S.A.
- Department of Civil Engineering, ISSMGE, Far Eastern State Transport University
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- Paramonov V.N.
- Department of Civil Engineering, ISSMGE, Petersburg State Transport University
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- Kazharskii A.V.
- Department of Civil Engineering, ISSMGE, Far Eastern State Transport University
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- Goncharova E.D.
- Department of Civil Engineering, Far Eastern State Transport University
抄録
The paper presents an evaluation of geotechnical state on the project construction site and an evaluation of deep excavation impact on the current site development. It also provides an optimal design for the deep excavation, an impact analysis of horizontal shifts in the poling, an assessment of bending moments in the poling and the stresses in the sprung design. The numerical modeling was carried out for developing variants of the deep excavation as well as a preliminary assessment of the impact that the project underground construction produces on the surrounding buildings and constructions. Some recommendations on choosing a reliable variant of the undergrounds arrangement and the engineering operational technology are suggested. The paper offers the results of geotechnical monitoring of the building deformations nearby and in the shoring of deep excavation during the underground construction.
収録刊行物
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- Japanese Geotechnical Society Special Publication
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Japanese Geotechnical Society Special Publication 2 (79), 2722-2725, 2016
公益社団法人 地盤工学会
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キーワード
詳細情報 詳細情報について
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- CRID
- 1390282680739952768
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- NII論文ID
- 130005124354
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- ISSN
- 21888027
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- 本文言語コード
- en
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- データソース種別
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- JaLC
- Crossref
- CiNii Articles
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- 抄録ライセンスフラグ
- 使用不可