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Tunnel rock recycling: Difference between revisions







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[[File:Plant processing tunnel rock.jpg|thumb|Processing plant at Amsteg in Switzerland. Processing tunnel rock from the Gotthard basis tunnel]]

[[File:Plant processing tunnel rock.jpg|thumb|Processing plant at [[Amsteg]]in[[Switzerland]]. Processing tunnel rock from the Gotthard basis tunnel]]

{{AFC submission|t||ts=20180115130414|u=Tberdal|ns=118|demo=}}<!-- Important, do not remove this line before article has been created. -->

{{AFC submission|t||ts=20180115130414|u=Tberdal|ns=118|demo=}}<!-- Important, do not remove this line before article has been created. -->

'''Tunnel rock recycling''' or utilization is a method to utilize the rock excavated from tunneling into other needed areas besides as a landfill.

'''Tunnel rock recycling''' or utilization is a method to utilize the rock excavated from tunneling into other needed areas besides as a landfill. [[Concrete]] contains 50-80% aggregates from sand and gravel and could potentially benefit from using aggregates produced from excavated tunnel rock.

Concrete contains 50-80 % aggregates from sand and gravel and could potentially benefit from using aggregates produced from excavated tunnel rock.



Today's road and railway tunnels are normally covered by concrete in the lining and portal. If the excavated rock was to be utilized as concrete aggregate it would be beneficial both economically and environmentally. It could be more value generating compared to using the excavated rock as landfill or filling up old [[quarries]]. Additionally, the need to transport could be significantly reduced as the utilization of the rock could be placed outside the tunnel portal with a processing facility and a concrete bathing plant. The investment cost of this facility would be repaid as the project could potentially be self-supplied on concrete.<ref>https://brage.bibsys.no/xmlui/handle/11250/2454109</ref>

Todays road and railway tunnels are normally covered by concrete in the lining and portal. If the excavated rock was to be utilized as concrete

aggregate it would be beneficial both economically and environmentally. It would be more value

generating compared to use the excavated rock as landfill or filling up old quarries. Additionally,

would the need to transport be significantly reduced as the utilization of the rock could be

placed outside the tunnel portal with a processing facility and a concrete bathing plant. The investment

cost of this facility would be repaid as the project could potentially be self-supplied on concrete.

<ref>https://brage.bibsys.no/xmlui/handle/11250/2454109</ref>



By 2018 its confirmed that 7 tunnel projects has accomplished to utilize tunnel rock into concrete on an industrial level, either as shotcrete or concrete elements in TBM tunneling, se list below.

By 2018, 7 tunnel projects will have accomplished utilizing tunnel rock into concrete on an industrial level, either as [[shotcrete]] or concrete elements in [[Tunnel boring machine|TBM tunneling]]:

{| class="wikitable"

{| class="wikitable"

! Project

! Project

Line 23: Line 16:

! Reference

! Reference

|-

|-

| Zugwald

| [[Zugwald]]

| Switzerland

| Switzerland

| NA- 1998

| NA- 1998

Line 32: Line 25:

| <ref>Materialbewirtschaftung Zugwald-Tunnel 1987. 2001, Amberg Ingenieurbüro</ref>

| <ref>Materialbewirtschaftung Zugwald-Tunnel 1987. 2001, Amberg Ingenieurbüro</ref>

|-

|-

| Gotthard base tunnel

| [[Gotthard Base Tunnel]]

| Switzerland

| Switzerland

| 1999-2016

| 1999-2016

Line 42: Line 35:

Switzerland: Swiss tunneling society</ref>

Switzerland: Swiss tunneling society</ref>

|-

|-

| Koralm KAT2

| [[Koralm KAT2]]

| Austira

| Austria

| 2013-2023

| 2013-2023

| 21

| 21

Line 52: Line 45:

Koralm tunnel lots KAT1 & KAT2. Austrian Federal Railways.</ref>

Koralm tunnel lots KAT1 & KAT2. Austrian Federal Railways.</ref>

|-

|-

| Follo line

| [[Follo line]]

| Norway

| Norway

| 2016-2021

| 2016-2021

Line 61: Line 54:

| <ref>http://agjv.no/no/component/content/article?id=6:innovation.</ref>,<ref> https://brage.bibsys.no/xmlui/bitstream/id/321874/Follobanen_st%C3%B8rst%20urban%20utfordrende%20raskere.pdf</ref>

| <ref>http://agjv.no/no/component/content/article?id=6:innovation.</ref>,<ref> https://brage.bibsys.no/xmlui/bitstream/id/321874/Follobanen_st%C3%B8rst%20urban%20utfordrende%20raskere.pdf</ref>

|-

|-

| Lötschberg

| [[Lötschberg]]

| Switzerland

| Switzerland

| 1999-2007

| 1999-2007

Line 71: Line 64:

conditions at the Lötschberg Base Tunnel. 2012.</ref>

conditions at the Lötschberg Base Tunnel. 2012.</ref>

|-

|-

| Linthal

| [[Linthal]]

| Switzerland

| Switzerland

| 2010-2015

| 2010-2015

Line 81: Line 74:

plants and concrete dam constructions. 2014</ref>

plants and concrete dam constructions. 2014</ref>

|-

|-

| Nant de Drance

| [[Nant de Drance]]

| Switzerland

| Switzerland

| 2008-2016

| 2008-2016


Revision as of 14:45, 17 January 2018

File:Plant processing tunnel rock.jpg
Processing plant at AmsteginSwitzerland. Processing tunnel rock from the Gotthard basis tunnel

Tunnel rock recycling or utilization is a method to utilize the rock excavated from tunneling into other needed areas besides as a landfill. Concrete contains 50-80% aggregates from sand and gravel and could potentially benefit from using aggregates produced from excavated tunnel rock.

Today's road and railway tunnels are normally covered by concrete in the lining and portal. If the excavated rock was to be utilized as concrete aggregate it would be beneficial both economically and environmentally. It could be more value generating compared to using the excavated rock as landfill or filling up old quarries. Additionally, the need to transport could be significantly reduced as the utilization of the rock could be placed outside the tunnel portal with a processing facility and a concrete bathing plant. The investment cost of this facility would be repaid as the project could potentially be self-supplied on concrete.[1]

By 2018, 7 tunnel projects will have accomplished utilizing tunnel rock into concrete on an industrial level, either as shotcrete or concrete elements in TBM tunneling:

Project Country Year Km Million tons(metric) Utilization[%] Diameter(mm) Reference
Zugwald Switzerland NA- 1998 9.5 1.2 16% >16 [2]
Gotthard Base Tunnel Switzerland 1999-2016 57.1 28.7 23% >0 [3]
Koralm KAT2 Austria 2013-2023 21 8.6 17% >16 [4]
Follo line Norway 2016-2021 19.5 9 10%* >20 [5],[6]
Lötschberg Switzerland 1999-2007 34.6 16 29.1% >0 [7]
Linthal Switzerland 2010-2015 3.7 1 100% >0 [8]
Nant de Drance Switzerland 2008-2016 5.5 1.14 25% >0 [9]


References

  • ^ Materialbewirtschaftung Zugwald-Tunnel 1987. 2001, Amberg Ingenieurbüro
  • ^ H. Ehrbar, L. R. Gruber and A. Sala, Tunnelling the Gotthard, Chapter 8. 2016, Esslingen, Switzerland: Swiss tunneling society
  • ^ H. Wagner, The successful application of different excavation methods on the example of the Koralm tunnel lots KAT1 & KAT2. Austrian Federal Railways.
  • ^ http://agjv.no/no/component/content/article?id=6:innovation.
  • ^ https://brage.bibsys.no/xmlui/bitstream/id/321874/Follobanen_st%C3%B8rst%20urban%20utfordrende%20raskere.pdf
  • ^ A. Delisio, J. Zhao and E. H.H, Analysis and prediction of TBM performance in blocky rock conditions at the Lötschberg Base Tunnel. 2012.
  • ^ B. Raderbauer and A. Wyss, Tunnel excavation material as resource for underground power plants and concrete dam constructions. 2014
  • ^ https://en.wikipedia.org/wiki/Nant_de_Drance_Hydropower_Plant

  • Retrieved from "https://en.wikipedia.org/w/index.php?title=Tunnel_rock_recycling&oldid=820944706"

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    This page was last edited on 17 January 2018, at 14:45 (UTC).

    This version of the page has been revised. Besides normal editing, the reason for revision may have been that this version contains factual inaccuracies, vandalism, or material not compatible with the Creative Commons Attribution-ShareAlike License.



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