christchurch town hall for performing arts post earthquake and foundation repair assessment august...

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Christchurch Town Hall for Performing Arts Post earthquake and foundation repair assessment August 2013

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Page 1: Christchurch Town Hall for Performing Arts Post earthquake and foundation repair assessment August 2013

Christchurch Town Hall for Performing ArtsPost earthquake and foundation repair assessment

August 2013

Page 2: Christchurch Town Hall for Performing Arts Post earthquake and foundation repair assessment August 2013

22 February 2011 – what happened??

Page 3: Christchurch Town Hall for Performing Arts Post earthquake and foundation repair assessment August 2013

Design approach…

• Engineers are expected to design structures for two main states:– Serviceability Limit State (SLS) - buildings are

designed so that they suffer very little or no damage;– Ultimate Limit State (ULS) – buildings remain

standing; people are able to safely leave the building. The building may be seriously damaged.

• 100% NBS = 100% of New Building Standard (Code)

Page 4: Christchurch Town Hall for Performing Arts Post earthquake and foundation repair assessment August 2013

Geotechnical investigation location plan

Page 5: Christchurch Town Hall for Performing Arts Post earthquake and foundation repair assessment August 2013

Generalised subsurface profile (Section 1)

Lenses liquefiable in ULS event

Lenses liquefiable in SLS event, Liquefiable in ULS event

Lenses liquefiable in ULS event

Page 6: Christchurch Town Hall for Performing Arts Post earthquake and foundation repair assessment August 2013

What can we do to repair the building foundations??

• Narrowed down to two proposed options:– Preferred option Jet grout columns with a thick concrete raft slab; or,

– Alternative option Large diameter bored piles around the perimeter of

the buildings with small diameter micropiles beneath the complex.

• An experienced specialist sub-contractor to the main contractor is required.

Page 7: Christchurch Town Hall for Performing Arts Post earthquake and foundation repair assessment August 2013

Seismic Performance

Jet Grout Piles

Liquefaction in ULS event

Less over the soil layers

More in each soil layer

Lateral spreading Approx. 50mm 75 to 150mm

Differential settlement

Total 100mm 30mm

Differential 75mm 30mm

Page 8: Christchurch Town Hall for Performing Arts Post earthquake and foundation repair assessment August 2013

Jet Grout columns with thick concrete raft slab

Source: WAM (Aug 2013) Christchurch Town Hall – CCC Workshop Final Report (Rev A)

Page 9: Christchurch Town Hall for Performing Arts Post earthquake and foundation repair assessment August 2013

Jet Grout columns with thick concrete raft slab

Source: WAM (Aug 2013) Christchurch Town Hall – CCC Workshop Final Report (Rev A)

Page 10: Christchurch Town Hall for Performing Arts Post earthquake and foundation repair assessment August 2013

Jet Grout columns with thick concrete raft slab

• NZ experience:– Jet grout operations beneath a several buildings in

Christchurch has been undertaken. Details are not available due to insurance/ building owners preference.

• Worldwide experience:– A number of existing buildings, gas and oil tank facilities

have had jet grout columns installed underneath themeg San Francisco Museum of Modern Art ($365 Million

upgrade project)

Page 11: Christchurch Town Hall for Performing Arts Post earthquake and foundation repair assessment August 2013

END