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The limit states slope stability using the reduced uniaxial compressive strength does not provide the same factor of safety when the reduced equivalent Mohr-Coulomb (MC) parameters are utilized in the analysis.
Slope measures could be inherent to synchronization of the underlying neuronal pool during the transition towards the down state (slope 1) and during the transition between down and up states (slope 2) [26].
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It can be moreover observed that, in column-less state, slope of settlement curve at some cycle, specially at final cycles, is about zero, though it is not observed in model with stone column.
The final steady straight line trajectory is shown to project back to a virtual release height that is calculated numerically and shown to be a function of Ω. Approximate analytical solutions for the flight distance required to achieve the final steady-state slope are presented and show that the transition height is a function of Ω for small values of Ω but is independent of Ω for larger values.
The StO2 measurements were imported into a Microsoft Excel software file (Microsoft Corporation, Redmond, WA, USA), and the slopes were derived by (1) drawing a best-fit line for the steady-state slope for the respective metric and (2) calculating the slope.
Decay rates of glacial landforms towards steady-state slopes depend on lithological properties leading to a landscape characterized by different transient states.
Accordingly, the likelihood ratio test rejected the null hypothesis, which states equal slope coefficient for all technologies.
The distribution of tensional force along the soil nail is influenced by the state of the slope (service state, limit state) and the failure modes (external failure, internal failure).
Models that lack the threshold of motion over-predict incision rate for low shear stresses and under-predict the steady-state channel slope for low to moderate rock uplift rates and rock strengths.
Overall, the saltation abrasion model predicts that steady-state channel slope is most sensitive to changes in grain size, such that the effect of variations in rock uplift rate and rock strength may affect slope indirectly through their possible, but as yet poorly understood, influence on the size distribution of sediments delivered to channel networks by hillslopes.
Here we develop a method for applying the saltation abrasion model at a landscape scale, and use the model as a reference for evaluating the behavior of a wide range of alternative incision models, in order to consider the implications of the saltation abrasion model, as well as other models, for predicting topographic steady-state channel slope.
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