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    Comparison of Actual and Predicted Measurements of Liquefaction-Induced Lateral Displacements during 2010 Darfield and 2011 Christchurch Earthquakes (2012)

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    http://hdl.handle.net/10092/7299
    
    Publisher
    University of Canterbury. Civil and Natural Resources Engineering
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    • Engineering: Conference Contributions [2296]
    Authors
    Robinson, K.
    Bradley, Brendon cc
    Cubrinovski, M.
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    Abstract

    The 4 September 2010 Darfield and 22 February 2011 Christchurch earthquakes caused significant damage to Christchurch and surrounding suburbs as a result of the widespread liquefaction and lateral spreading that occurred. Ground surveying-based field investigations were conducted following these two events in order to measure permanent ground displacements in areas significantly affected by lateral spreading. Data was analysed with respect to the distribution of lateral spreading vs. distance from the waterway, and the failure patterns observed. Two types of failure distribution patterns were observed, a typical distributed pattern and an atypical block failure. Differences in lateral spreading measurements along adjacent banks of the Avon River in the area of Dallington were also examined. The spreading patterns between the adjacent banks varied with the respective river geometry and/or geotechnical conditions at the banks.

    Citation
    Robinson, K., Bradley, B.A., Cubrinovski, M. (2012) Comparison of Actual and Predicted Measurements of Liquefaction-Induced Lateral Displacements during 2010 Darfield and 2011 Christchurch Earthquakes. Christchurch, New Zealand: 2012 New Zealand Society for Earthquake Engineering Conference, 13-15 Apr 2012.
    This citation is automatically generated and may be unreliable. Use as a guide only.
    ANZSRC Fields of Research
    40 - Engineering::4005 - Civil engineering::400502 - Civil geotechnical engineering
    05 - Environmental Sciences::0503 - Soil Sciences::050399 - Soil Sciences not elsewhere classified
    Rights
    https://hdl.handle.net/10092/17651

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