https://ogma.newcastle.edu.au/vital/access/ /manager/Index en-au 5 Efficient system reliability analysis of rock slopes based on subset simulation https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:32377 Tue 29 May 2018 11:48:59 AEST ]]> An analytical solution in probabilistic rock slope stability assessment based on random fields https://ogma.newcastle.edu.au/vital/access/ /manager/Repository/uon:20790 c,μtanφ), standard deviations (σc,σtanφ), spatial correlation lengths (θc,θtanφ), and the parameters (ρc−tanφ,θc−tanφ) which account for the cross-correlation between cohesion and coefficient of friction. As shown by the examples presented herein, the spatial correlation of shear strength can have an important influence on slope performance expressed by the probability of failure. This is a significant observation, since ignoring the influence of spatial correlation in design may lead to unconservative estimations of slope reliability.]]> Sat 24 Mar 2018 08:06:00 AEDT ]]>