nach oben

Bulletin of Engineering Geology and the Environment

Erschienen in:

01.05.2011 | Original Paper

Mitigating large water ingresses into the New Yungchuen Tunnel, Taiwan

verfasst von: Tai-Tien Wang, Fu-Shu Jeng, Wei Lo

Erschienen in: Bulletin of Engineering Geology and the Environment | Ausgabe 2/2011

Einloggen

Aktivieren Sie unsere intelligente Suche, um passende Fachinhalte oder Patente zu finden.

search-config

KI-gestützte Suche

Aus

Abstract

During the construction of New Yungchuen Tunnel, a major water inflow was encountered and the advance was abandoned. Further advances were attempted and again abandoned. Following detailed investigations, the problem area was determined as a very voided marble layer. The paper describes the use of hot bituminous grouting followed by cement and chemical grouting to both reduce the water inflow to acceptable volumes and pressures and also to reduce the convergence. In addition, the design of the tunnel was changed to include the construction of a larger circular tunnel through which the general horse-shoe shaped tunnel would subsequently pass.

Nächster Artikel Effect of freeze–thaw and thermal shock weathering on the physical and mechanical properties of an andesite stone

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Technik"

Online-Abonnement

Mit Springer Professional "Technik" erhalten Sie Zugriff auf:

über 67.000 Bücher
über 390 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Maschinenbau + Werkstoffe

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Springer Professional "Wirtschaft+Technik"

Online-Abonnement

Mit Springer Professional "Wirtschaft+Technik" erhalten Sie Zugriff auf:

über 102.000 Bücher
über 537 Zeitschriften

aus folgenden Fachgebieten:

Automobil + Motoren
Bauwesen + Immobilien
Business IT + Informatik
Elektrotechnik + Elektronik
Energie + Nachhaltigkeit
Finance + Banking
Management + Führung
Marketing + Vertrieb
Maschinenbau + Werkstoffe
Versicherung + Risiko

Jetzt Wissensvorsprung sichern!

Jetzt informieren

Bieniawski ZT (1984) Design process in rock engineering. Rock Mech Rock Eng 17(3):183–190CrossRef

Fu R, Hsueh WC (2003) The countermeasures to break through the New Yungchuen Tunnel high pressure water ingress problem. In: Proceedings of the technical workshop on harnessing huge water inflow at the New Yungchuen Tunnel, Taipei, pp 1–18 (in Chinese)

Fu R, Sun LJ, Wang CL (2000) Catastrophic water inflow in the New Yungchuen Tunnel. In: Proceedings of the 1st international conference on major tunnel and infrastructure project, Taipei, pp 1–15 (in Chinese)

Funehag J, Gustafson G (2008) Design of grouting with silica sol in hard rock—new design criteria tested in the field. Part II. Tunnell Undergr Space Technol 23:9–17CrossRef

Hagedorn H, Jeng FS, Lin ML (2001) Report on project design review: construction method in the water bearing zone. United Geotech Inc., Taipei (in Chinese)

Huang JH, Lu CC (2007) A semi-analytical method for analyzing the tunnel water inflow. Tunnell Undergr Space Technol 22:39–46CrossRef

Kajima Corporation (1980) Report on construction of the North-Link Railway, Taiwan, R.O.C. Kajima Corporation, Ilan (in Japanese)

NLREB (North-Link Railway Engineering Bureau) (1980) Report on the Construction of North-Link Railway. North-Link Railway Engineering Bureau, Ilan (in Chinese)

Schwarz L, Reichl I, Kirschner H, Robl KP (2006) Risks and hazards caused by groundwater during tunneling: geotechnical solutions used as demonstrated by recent examples from Tyrol, Austria. Environ Geol 49:858–864CrossRef

Shang HM, Hsueh WC, Jiang ZF, Liu CH (2003) Bituminous grouting on the New Yungchuen Tunnel. In: Proceedings of the technical workshop on harnessing huge water inflow at the New Yungchuen Tunnel, Taipei, pp 111–131 (in Chinese)

Turkmen S (2003) Treatment of the seepage problems at the Kalecik Dam (Turkey). Eng Geol 68:159–169CrossRef

United Geotech Inc. (1994a) Report on engineering geological investigation of the New Yungchuen Tunnel. Prepared for Eastern Railway Improvement Engineering Bureau. United Geotech Inc., Ilan (in Chinese)

United Geotech Inc. (1994b) Final report on the plan and design of the New Yungchuen Tunnel. Prepared for Eastern Railway Improvement Engineering Bureau. United Geotech Inc., Ilan (in Chinese)

United Geotech Inc. (2003) Final report on the plan and design of the New Yungchuen Tunnel: 5th change order. Prepared for East Construction Office, Railway Reconstruction Bureau, MOTC. United Geotech Inc., Ilan (in Chinese)

Wang TT (2003) Deal with the water ingress at New Yungchuen Tunnel. In: Proceedings of the 2nd international young geotechnical engineers’ conference, Constantza-Mamaia, Romania, pp 73–74

Wang WL, Wang TT, Chang CS, Lee YC, Wu YR, Chen TL (2003) The plan and design of New Yungchuen Tunnel. In: Proceedings of the technical workshop on harnessing huge water inflow at the New Yungchuen Tunnel, Taipei, pp 19–37 (in Chinese)

Wang TT, Wang WL, Lin ML (2004) Harnessing the catastrophic ingress of water into New Yungchuen Tunnel in Taiwan. In: Proceedings of ITA-AITES world tunnel congress and 30th ITA general assembly, Singapore, CD-ROM, E-11

Titel: Mitigating large water ingresses into the New Yungchuen Tunnel, Taiwan
verfasst von: Tai-Tien Wang
Fu-Shu Jeng
Wei Lo
Publikationsdatum: 01.05.2011
Verlag: Springer-Verlag
Erschienen in: Bulletin of Engineering Geology and the Environment / Ausgabe 2/2011
Print ISSN: 1435-9529
Elektronische ISSN: 1435-9537
DOI: https://doi.org/10.1007/s10064-010-0311-1

Springer Professional

Abstract

Bitte loggen Sie sich ein, um Zugang zu Ihrer Lizenz zu erhalten.

Sie haben noch keine Lizenz? Dann Informieren Sie sich jetzt über unsere Produkte:

Springer Professional "Technik"

Springer Professional "Wirtschaft+Technik"

Weitere Artikel der Ausgabe 2/2011

Effect of precipitation on the geological development of badlands in arid regions

Effect of irrigation on a deep aquifer: a case study from the semi-arid Harran Plain, GAP Project, Turkey

Pompage d’une nappe libre rechargée: solutions pour la charge hydraulique et le temps de transfert

Elastic modulus of a rock mass based on the two parameter negative-exponential (TPNE) distribution of discontinuity spacing and trace length

Use of electrical resistivity to identify collapsible soils in Brazil

Determination of the stress state in a rock mass subjected to excavation