christchurch town hall november 27th, 2013. introduction what happened –settlement –lateral...
TRANSCRIPT
Introduction
• What happened– Settlement– Lateral Spread– Measurements
• Analysis– Current capacity
• Repair and strengthening– Foundation options and implications– Superstructure strengthening
• Relevelling• Peer Review
Analysis
• Full 3D computer analysis model developed– Non-linear, i.e. models strength and then
determines outcomes
• Quake records run– From major Canterbury earthquakes– Scaled to reflect code demands
• Performance assessed– Compared to current code, IL3
Repair and Strengthening
• Repair– Reinstate as nearly as practical to
original condition• Accept or reinstate concrete damage where
no structural implications
• Strengthen– Upgrade of foundations critical to
prevent future damage• Option 1 – Piles• Option 2 – Grouting
– CCC policy is to achieve 100%NBS
Beneficial effect
• Movement under moderate earthquake– Piles: 10mm lateral, 15mm vertical– Grouting: 0mm lateral, 15mm vertical
• Movement under design level earthquake– Piles: 150mm lateral, 30mm vertical– Grouting: 50mm lateral, 75mm vertical
Conclusions:• Jet Grouting selected as preferred option
as:– Less intrusive construction process– Superior resistance to lateral spread– Easier waterproofing detailing
Structural Work Summary
• Upgrade foundations first– Primary need before any other
work– Jet grouting
• Re-level (Limes Room)• Strengthen• Repair & refurbish
Strengthening
• Minimal strengthening required to Auditorium, James Hay Theatre and Kitchen
• Foyer – Columns too flexible and under-strength:
rebuild– Bracing excluded as too intrusive– Steel frame alternative under consideration
• Limes Room/restaurant– Columns too flexible and under-strength:
add bracing below level1
Relevelling Consideration
• All of ground floor slab must be removed to complete foundation work
• Relevelling of structure– Must be done, in case of Limes Room– Could be accommodated by careful
detailing in case of Auditorium, Foyer, James Hay Theatre