https://ogma.newcastle.edu.au/vital/access/ /manager/Index ${session.getAttribute("locale")} 5 https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:12509 2 concentration and temperature, then increases in damage risks observed in Australia are likely to be observed in other concrete infrastructure internationally. The impact of climate change on the deterioration cannot be ignored, but can be addressed by new approaches in design. Existing concrete structures, for which design has not considered the effects of changing climate may deteriorate more rapidly than originally planned.]]> Wed 24 Jul 2013 22:24:24 AEST ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:16104 Tue 13 Jan 2015 13:14:32 AEDT ]]> https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:26863 48°, both correlation length and slope angle have no influence on the proportion of toe failures. For slope angle lying between 20° and 40°, slopes that have higher correlation length give lower proportion of toe failures. Research into the critical mechanism location forms part of a broader study of slope failure risk, in which the consequences of failure are assumed to be more serious in a deep failure, because a greater volume of soil is affected.]]> Sat 24 Mar 2018 07:41:45 AEDT ]]>