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Influence of Soil Deformation Caused by Mining on Sewage Pipelines Built Using The Pipe Jacking Method

Piotr Kalisz

Piotr Kalisz

Central Mining Institute, Department of Surface and Structures ProtectionKatowice, Poland
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Kalisz, Piotr
 et 
Magdalena Zięba

Magdalena Zięba

Central Mining Institute, Department of Surface and Structures ProtectionKatowice, Poland
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Zięba, Magdalena
  
04 août 2018
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Catégorie d'article: Research Article
Publié en ligne: 04 août 2018
Pages: 147 - 153
Reçu: 01 janv. 2018
Accepté: 19 avr. 2018
DOI: https://doi.org/10.2478/sgem-2018-0010
Mots clés
© 2018 Piotr Kalisz, Magdalena Zięba, published by Sciendo
This work is licensed under the Creative Commons Attribution-NonCommercial-NoDerivatives 4.0 License.

Figure 1

Typical microtunelling installation [15].
Typical microtunelling installation [15].

Figure 2

Performance of a jacking pipeline joint in mining areas.
Performance of a jacking pipeline joint in mining areas.

Figure 3

Pipeline section built with the pipe jacking method: 1) initial state, 2) after soil loosening, 3) after soil compaction, 4) pipeline which was subjected to the mining influence once.
Pipeline section built with the pipe jacking method: 1) initial state, 2) after soil loosening, 3) after soil compaction, 4) pipeline which was subjected to the mining influence once.

Figure 4

Linear object consisting of butted segments on mining subsoil, u - soil displacement, ur - object displacement.
Linear object consisting of butted segments on mining subsoil, u - soil displacement, ur - object displacement.
Langue:
Anglais
Périodicité:
4 fois par an
Sujets de la revue:
Géosciences, Géosciences, autres, Sciences des matériaux, Matériaux composites, Matériaux poreux, Physique, Mécanique et dynamique des fluides
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