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In traditional analysis of slope stability, overland water flow is not taken into account.
In this paper, a new probabilistic method is proposed for back analysis of slope failure.
One of the critical aspects of rockfill dam design is the analysis of slope stability.
The analysis of slope by limit equilibrium method gives implicit performance functions.
The analysis of slope stability or a slope is a complex problem that requires careful reflection and common sense.
Most design manuals and codes recommend a simple pseudo-static (PS) approach for analysis of slope stability under seismic conditions.
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The technique is based on the analysis of slopes of equilibrium curves of the system which are defined as follows.
Prof. Yu Huang gave a speech about the dynamic reliability analysis of slopes considering the uncertainty of seismic waves.
It has also been extended to the stability analysis of slopes in presence of stabilizing piles and pore water pressures.
This study aims to extend the multivariate adaptive regression splines (MARS)‒Monte Carlo simulation (MCS) method for reliability analysis of slopes in spatially variable soils.
Analysis of slopes using 3D and 2D slope configurations has led to controversial results over the last four decades showing both the importance and the difficulty to handle the subject.
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