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Probabilistic slope stability analysis: state-of-the-art review and future prospects
Conventionally adopted deterministic slope stability analyses do not consider the influence of uncertainties related to geotechnical properties as...
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Probabilistic Slope Stability Analysis of Coal Mine Waste Rock Dump
Coal mine waste rock is generated during coal extraction and is usually disposed of in non-engineered dumps. The dumps are extended vertically to...
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Probabilistic slope stability analysis considering the non-stationary and spatially variable permeability under rainfall infiltration-redistribution
The non-stationary and spatially variable permeability k s can have a significant influence on the process of rainwater infiltration and...
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Advancing slope stability assessment in weathered metamorphic terrains: a probabilistic approach utilizing the SSPC method on Highland Complex, Sri Lanka
Rock slope failure along road cuts in weathered elevated terrains is a frequent geotechnical issue. The slope stability probability classification...
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Probabilistic slope stability analysis using subset simulation enhanced by ensemble machine learning techniques
Within the field of geotechnical engineering, complex challenges arise due to uncertainties associated with variable loads, soil properties, ground...
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A short review of probabilistic slope stability analysis considering spatial variability of geomaterial parameters
Soil is a basic geomaterial in the geotechnical and geological engineering. It has been widely realized that there exists inherent spatial...
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Back analysis of cohesion and friction angle of failed slopes using probabilistic approach: two case studies
In general, geotechnical investigations deal with the back analysis of the geotechnical parameters on the basis of the field observation. According...
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Probabilistic assessment of slope stability using photogrammetric 3D reconstruction: a novel approach
Most of the existing probabilistic stability assessment approaches consider 2D slope geometry generated from CAD-based approximations. This...
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Combing soil spatial variation and weakening of the groundwater fluctuation zone for the probabilistic stability analysis of a riverside landslide in the Three Gorges Reservoir area
Some properties of landslide soils are generally recognized as inherently spatially variable because of the heterogeneity of natural geological...
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Probabilistic stability analysis of embankment slopes considering the spatial variability of soil properties and seismic randomness
The safety of embankments under seismic conditions is a primary concern for geotechnical engineering societies. The reliability analysis approach...
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Three-dimensional probabilistic stability analysis of an earth dam using an active learning metamodeling approach
The probabilistic stability analysis of earth dams is usually performed within two-dimensional (2D) computational models; thus, the 3D effect is...
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Probabilistic stability analysis of a layered slope considering multi-factors in spatially variable soils
Landslide is a disastrous geological hazard in the Three Gorges Reservoir (TGR) area of China. In this study, random limit equilibrium analysis is...
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Probabilistic stability analysis of tunnel roof in two-layer soil mass combining upper bound theorem and response surface method
In this work, with reference to the nonlinear Mohr–Coulomb failure criterion and upper bound theorem of limit analysis, two-dimensional (2D) collapse...
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Review of the stability analyses for slide-head toppling failure mechanisms: a different perspective
Slide-head toppling is a secondary toppling failure involving toppling of rock blocks at the top of a slope and sliding of blocks around the toe of...
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System safety assessment with efficient probabilistic stability analysis of engineered slopes along a new rail line
A proper stability assessment of engineered cutting and embankment slopes is crucial to safe train operation and the performance management of rail...
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Adopting Reliability-Based Design Acceptance Criteria in Probabilistic Open Pit Slope Analysis: A Parametric Study
Design of open pit slopes is a decision-making process which aims to maximize ore recovery while minimizing the strip** ratio. Slope design will...
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Probabilistic assessment of effects of heterogeneity on the stability of coal mine overburden dump slopes through discrete element framework
The proper assessment of stability of overburden (OB) dump slopes for the prevention of unforeseeable incidents has become a crucial issue for the...
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Probabilistic and physically-based modelling of rainfall-induced landslide susceptibility using integrated GIS-FORM algorithm
The susceptibility map** of rainfall-induced landslides is an effective tool for predicting and locating disaster-prone zones at the regional...
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Probabilistic Analysis of the Seismic Bearing Capacity of Strip Footings Using RAFELA and MARS
The critical aspect of the seismic bearing capacity of footings holds significant importance in the field of geotechnical engineering. Past research...
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Probabilistic Stability Analysis of a Tunnel Face in Spatially Random Hoek–Brown Rock Masses with a Multi-Tangent Method
Tunnel excavations in heavily fractured rock masses are often subjected to the high risk of face instability. To solve this problem, the...
