SLIDE 1 Canterbury earthquake (magnitude7.1), Darfield-Christchurch Sept 4, 2010
A photographical account from a visit on Sept 8, 2010
By: P. Marinos, R. Rodogianni, G. Tsiambaos, N. Sabatakakis & B. Christaras
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The area
SLIDE 5 The fault
Strike slip right lateral about 3 m horizontal offset. En
- echelon. Observed length 13km
Vertical displacement of about few 10s of cm,
Small inverse component. Width of zone of deformations 10-30m (on sites inspected)
Surface rupture on Glaciation surface 18000 old
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En echelon features of the fault
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The width of deformations associated with the en echelon development of the fault rupture
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Signs of the local inverse component
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Signs of the local inverse component
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Signs of the local inverse component
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One of the bigger vertical displacement in the fault zone
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One of the bigger vertical displacement in the fault zone
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Trees unrooted in the course of the fault
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The liquefaction
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SLIDE 30 Failure of embankment of Waimakariri river due to liquefaction of its surroundings. Lateral spreading assisted
The river is just at the left side of photo.
SLIDE 31 Failure of embankment of Waimakariri river due to liquefaction of its surroundings. Lateral spreading assisted
The river is just at the left side of photo.
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Subsidence of the frontal part of the house, Kaiapoi
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Subsidence due to liquefaction, Kaiapoi
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Liquefaction affected pavements and streets
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Kaiapoi
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Lateral spreading
Mainly due to liquefaction
SLIDE 39 Failure of embankment of Waimakariri river due to lateral
- spreading. Liquefaction affected its environment.
The river is just at the left side of photo.
SLIDE 40 Failure of embankment of Waimakariri river due to lateral
- spreading. Liquefaction affected its environment.
The river is just at the left side of photo.
SLIDE 41 Failure of embankment of Waimakariri river due to lateral
- spreading. Liquefaction affected its environment.
The river is just at the right side of photo.
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Fissures from lateral spreading
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Fissure from lateral spreading. The river bank is at the right, in a distance of about 150m
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Lateral spreading. A canal can be seen on the right
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Lateral spreading. Due to the provoked subsidence the banks got new position, covering the trunks of trees
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Lateral spreading towards the canal which is in front of the undermined house, in a distance of about 50m
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Lateral spreading that reached and undermined the house (with this simple, laying on ground, foundation)
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With thanks to Ed Ladley for his contribution to have this visit effective
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An other disaster to improve our knowledge…… ……for the hope of the future
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