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Keynote lecture : soil-water-tunnel interaction at the front face of a TBM

Adam Bezuijen (UGent)
(2020) Geotechnics for sustainable infrastructure development. In Lecture Notes in Civil Engineering 62. p.207-220
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Abstract
Tunnelling induced groundwater flow is important for the stability of the tunnel face and the time it will take to create and low permeable tunnel face. Infiltration of slurry or foam at the tunnel face has been tested in the past without considering the influence of groundwater flow, resulting in too high infiltration velocities. The contribution first analyses the groundwater flow during tunnelling in both an unconfined and semi-confined sandy aquifer, followed by studying the relation between the groundwater flow and infiltration of slurry and foam at the tunnel face. Consequences will be discussed.
Keywords
bored tunnelling, pore water pressures, EPB, slurry

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MLA
Bezuijen, Adam. “Keynote Lecture : Soil-Water-Tunnel Interaction at the Front Face of a TBM.” Geotechnics for Sustainable Infrastructure Development, vol. 62, Springer, 2020, pp. 207–20, doi:10.1007/978-981-15-2184-3_26.
APA
Bezuijen, A. (2020). Keynote lecture : soil-water-tunnel interaction at the front face of a TBM. Geotechnics for Sustainable Infrastructure Development, 62, 207–220. https://doi.org/10.1007/978-981-15-2184-3_26
Chicago author-date
Bezuijen, Adam. 2020. “Keynote Lecture : Soil-Water-Tunnel Interaction at the Front Face of a TBM.” In Geotechnics for Sustainable Infrastructure Development, 62:207–20. Singapore: Springer. https://doi.org/10.1007/978-981-15-2184-3_26.
Chicago author-date (all authors)
Bezuijen, Adam. 2020. “Keynote Lecture : Soil-Water-Tunnel Interaction at the Front Face of a TBM.” In Geotechnics for Sustainable Infrastructure Development, 62:207–220. Singapore: Springer. doi:10.1007/978-981-15-2184-3_26.
Vancouver
1.
Bezuijen A. Keynote lecture : soil-water-tunnel interaction at the front face of a TBM. In: Geotechnics for sustainable infrastructure development. Singapore: Springer; 2020. p. 207–20.
IEEE
[1]
A. Bezuijen, “Keynote lecture : soil-water-tunnel interaction at the front face of a TBM,” in Geotechnics for sustainable infrastructure development, Hanoi, Vietnam, 2020, vol. 62, pp. 207–220.
@inproceedings{8639555,
  abstract     = {{Tunnelling induced groundwater flow is important for the stability of the tunnel face and the time it will take to create and low permeable tunnel face. Infiltration of slurry or foam at the tunnel face has been tested in the past without considering the influence of groundwater flow, resulting in too high infiltration velocities. The contribution first analyses the groundwater flow during tunnelling in both an unconfined and semi-confined sandy aquifer, followed by studying the relation between the groundwater flow and infiltration of slurry and foam at the tunnel face. Consequences will be discussed.}},
  author       = {{Bezuijen, Adam}},
  booktitle    = {{Geotechnics for sustainable infrastructure development}},
  isbn         = {{9789811521836}},
  issn         = {{2366-2557}},
  keywords     = {{bored tunnelling,pore water pressures,EPB,slurry}},
  language     = {{eng}},
  location     = {{Hanoi, Vietnam}},
  pages        = {{207--220}},
  publisher    = {{Springer}},
  title        = {{Keynote lecture : soil-water-tunnel interaction at the front face of a TBM}},
  url          = {{http://doi.org/10.1007/978-981-15-2184-3_26}},
  volume       = {{62}},
  year         = {{2020}},
}
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