lausanne metro tunnel collapse 2005 james mcmulkin, claire rose, ashley rogers

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Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

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Page 1: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

Lausanne Metro Tunnel Collapse 2005

James McMulkin, Claire Rose, Ashley Rogers

Page 2: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

Lausanne

Page 3: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

Lausanne

Page 4: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

Lausanne Metro

Page 5: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

Foreland

Basin

/

Molasse

Deposit

Page 6: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

Foreland Basin/Molasse Deposit

Page 7: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

Moraine

Page 8: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

Umbrella Vault NATM

Page 9: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

22nd February 2005

Earlier in the day• In rush of water

from the moraine layer led to work stopping

• Investigations were being carried out by the contractor for Lot 1200 to determine the cause

18:00 MET• Tunnel collapse

occurred• 50m3 entered the

tunnel• Large crater below

Rue Saint Laurent

Page 10: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

What Water?

Page 11: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

Engineering Solutions for Specific Problem:Identifying Problem

Page 12: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

• Improving soil strength should have been essential to allow for safe tunnelling

Engineering Solutions for Specific Problem:Solving the Problem

Page 13: Lausanne Metro Tunnel Collapse 2005 James McMulkin, Claire Rose, Ashley Rogers

Actual Solution After Collapse

• Collapsed void first reinforced by 11 drilled piles (CFA likely) and grouting

• 800m³ of crushed glass sand used as infill due to good compactability

• Slope design changed due to need to go deeper