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Three-dimensional slope stability assessment of two-layered undrained clay
This paper uses the finite element upper and lower bound limit analysis methods to investigate the three-dimensional (3D) slope stability of two-layered undrained clay slopes. The solutions obtainedExpand
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Slope stability analysis for fill slopes using finite element limit analysis
This paper investigates the stability of fill slopes often found in embankment cases where frictional fill materials are placed on purely cohesive undrained clay with increasing strength. By usingExpand
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Slope-Stability Assessments Using Finite-Element Limit-Analysis Methods
AbstractThis paper utilizes finite-element limit-analysis methods to investigate the stability of slopes of various properties and in nature. Specifically, a slope with a soft (weak material) band, aExpand
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Three-dimensional slope stability charts for frictional fill materials placed on purely cohesive clay
This paper investigates slope stability and produces a set of stability charts for three-dimensional (3D) slopes for a specific case in which frictional fill materials are placed on purely cohesiveExpand
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Slope Stability Analysis for Filled Slopes Using Finite Element Limit Analysis Method
This paper uses the finite element upper and lower bound limit analysis to assess the stability of slopes mostly found in embankment cases where frictional materials are filled on purely cohesiveExpand
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Slope Stability Analysis Using Phase 2
Analysing the rock slope stability is a classical problem for geotechnicalengineers. Recently, Hoek-Brown failure criterion has drawn more and more attentionfor rock slope stability assessments. ItExpand
Stability evaluations of three-layered soil slopes based on extreme learning neural network
TLDR
An artificial neural network (ANN) with the extreme learning machine algorithm to develop a convenient and efficient tool for assessing three-layered soil slope stability. Expand
Application of Artificial Neural Network in Assessing Fill Slope Stability
Abstract—This paper details the utilization of artificial intelligence (AI) in the field of slope stability whereby quick and convenient solutions can be obtained using the developed tool. The AIExpand
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Pore pressure effect on slope stability assessment
Slope stability assessment has been an integral problem for geotechnical engineering all these years. While stability of slopes is affected by various factors, pore pressure is one of the commonExpand
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