Shallow Sliding Failure Prediction Model of Expansive Soil Slope Based on Gaussian Process Theory and Its Engineering Application
'
Shallow Sliding Failure Prediction Model of Expansive Soil Slope Based on Gaussian Process Theory and Its Engineering Application' 의 참고문헌
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Variational Bayesian multinomial probit regression with Gaussian process priors
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Unified continuum/discontinuum modeling framework for slope stability assessment
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Undisturbed samples of London Clay from the Ashford Common shaft: Strength effective normal stress relationship
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Theory and Practice of Expansive Soil Treatment Technology
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System probabilistic stability analysis of soil slopes using Gaussian process regression with Latin hypercube sampling
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Surficial stability of compacted clay slopes
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Support vector machines: Their use in geotechnical engineeirng as illustrated using seismic liquefaction data
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Stability analysis of unsaturated expansive soil slope
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Stability analysis of slope under the condition of rainfall infiltration
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Some thoughts and studies on the prediction of slope stability in expansive soils
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Slope stability analysis incorporating the effect of soil suction;Slope Stability
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Rock slope stability analysis based on meshless method and shortest path algorithms
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Research on analytical method of stability of expansive soil slope
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Problems Related to Expansive Soil in Engineering Constructions
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Parametric study on the effect of rain infiltration on stability of unstaturated expansive soil slope
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Orthogonal and uniform experimental design
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Nonlinear failure envelope for soils
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Introduction to intelligent rock mechanics
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Influences of fissures on slope stability of expansive soil
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Influence of wettingdrying cycles on strength characteristics of Nanning expansive soils
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Graph theory for stability analysis of rock/soil slopes based on numerical manifold method
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Global sensitivity analysis of largescale numerical landslide models based on Gaussian-Process metamodeling
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Gaussian process for nonlinear displacement time series prediction of landslide
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GPstuff: Bayesian modeling with gaussian processes
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Forecast analysis of monitoring data for high slopes based on three-dimensional geological information and intelligent algorithm
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Expansive Soil and Railway Engineering
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Expansive Soil Engineering of Highway
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Effect of graph generation on slope stability analysis based on graph theory
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Comparison on landslide nonlinear displacement analysis and prediction with computational intelligence approaches
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Artificial neural networks analysis of Sao Paulo subway tunnel settlement data
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Analysis of stability of unsaturated soil slope due to permeation of rainwater
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Analysis of nonlinear characteristics of shear strength of nanning expansive soil and its influencing factors
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A new approach for modelling slip lines in geological materials with cohesive models
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Shallow Sliding Failure Prediction Model of Expansive Soil Slope Based on Gaussian Process Theory and Its Engineering Application'
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