Seismically Induced Shear of a Concrete Reservoir in the February 2011 Chr…
Articles, UC QuakeStudies
A pdf copy of a PowerPoint presentation prepared for the Australia New Zealand Geotechnical Engineering Conference.
A pdf copy of a PowerPoint presentation prepared for the Australia New Zealand Geotechnical Engineering Conference.
Misko Cubrinovski, Civil Engineer, photographed with liquefaction and lateral spreading on Oxford Terrace. Misko's area is geotechnical earthquake engineering and foundation engineering, and he will feature in a UC in the News pull out supplement inThe Press.
This study determined areas of different liquefaction susceptibility in Hurunui District based mainly on geological data, with some limited borehole strata interpretation. Geotechnical data was not analysed. This was the same method used in the earthquake hazard assessments for engineering lifelines in other districts in Canterbury. Hurunui District was the first district that a hazard assessment for engineering lifelines was undertaken for (in 2000) and it did not include a liquefaction susceptibility map like the other district earthquake hazard assessments did. There are no recommendations associated with this report. See Object Overview for background and usage information.