https://ogma.newcastle.edu.au/vital/access/ /manager/Index en-au 5 Homogenization of geomaterials using the random finite element method https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:19180 Sat 24 Mar 2018 07:52:17 AEDT ]]> Effect of spatial variability on failure mechanism location in random undrained slopes 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 ]]> The random finite element method (RFEM) in probabilistic slope stability analysis with consideration of spatial variability of soil properties https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:27997 Sat 24 Mar 2018 07:38:41 AEDT ]]> Homogenization of geomaterials containing voids by random fields and finite elements https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:23820 Sat 24 Mar 2018 07:12:50 AEDT ]]>