A series of strong earthquakes near Christchurch, New Zealand, occurred between September 2010 and December 2011, causing widespread liquefaction throughout the city's suburbs. Lateral spreading developed along the city's Avon River, damaging many of the bridges east of the city centre. The short- to medium-span bridges exhibited a similar pattern of deformation, involving back-rotation of their abutments and compression of their decks. By explicitly considering the rotational equilibrium of the abutments about their point of contact with the rigid bridge decks, it is shown that relatively small kinematic demands from the laterally spreading backfill soil are needed to initiate pile yielding, and that this mode of deformation should be taken into account in the design of the abutments and abutment piles.
Article navigation
December 2013
Research Article|
December 01 2013
Lateral spreading-induced abutment rotation in the 2011 Christchurch earthquake: observations and analysis Available to Purchase
J.J.M. HASKELL;
S.P.G. MADABHUSHI;
M. CUBRINOVSKI;
M. CUBRINOVSKI
†
† University of Canterbury, Christchurch, New Zealand.
Search for other works by this author on:
A. WINKLEY
A. WINKLEY
†
† University of Canterbury, Christchurch, New Zealand.
Search for other works by this author on:
* University of Cambridge, UK.
† University of Canterbury, Christchurch, New Zealand.
Publisher: Emerald Publishing
Received:
November 17 2012
Accepted:
June 04 2013
Online ISSN: 1751-7656
Print ISSN: 0016-8505
© 2013 Thomas Telford Ltd
2013
Geotechnique (2013) 63 (15): 1310–1327.
Article history
Received:
November 17 2012
Accepted:
June 04 2013
Citation
HASKELL J, MADABHUSHI S, CUBRINOVSKI M, WINKLEY A (2013), "Lateral spreading-induced abutment rotation in the 2011 Christchurch earthquake: observations and analysis". Geotechnique, Vol. 63 No. 15 pp. 1310–1327, doi: https://doi.org/10.1680/geot.12.P.174
Download citation file:
Suggested Reading
Case study of lateral spreading forces on a piled foundation
Geotechnique (August,2001)
Numerical modelling of group effects on the distribution of dragloads in pile foundations
Geotechnique (June,2002)
Interaction of piled foundation with a rupturing normal fault
Geotechnique (April,2013)
An alternative mechanism of pile failure in liquefiable deposits during earthquakes
Geotechnique (April,2004)
Insight into liquefaction by system identification
Geotechnique (December,1996)
Related Chapters
3D effects in seismic liquefaction of stochastically variable soil deposits
Risk and Variability in Geotechnical Engineering
Stochastic evaluation of static liquefaction in a predominantly dilative sand fill
Risk and Variability in Geotechnical Engineering
The densification of granular soils using vibro methods
Ground and Soil Improvement
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
Recommended for you
These recommendations are informed by your reading behaviors and indicated interests.
