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Investigating the Effect of Geological Heterogeneity of Strata on the Bearing Capacity of Shallow Foundations Using Markov Random Field
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What this work says
Outgoing claims: the papers this work cites, builds on, or argues with.
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A Markov Chain Model for Subsurface Characterization: Theory and Applications
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Geological uncertainties associated with 3-D subsurface models
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On spatial averaging along random slip lines in the reliability computations of shallow strip foundations
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Evaluating slope stability uncertainty using coupled Markov chain
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Stratigraphic uncertainty modelling with random field approach
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Quantifying stratigraphic uncertainties by stochastic simulation techniques based on Markov random field
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Simulation of geologic uncertainty using coupled Markov chain
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Probabilistic methods for unified treatment of geotechnical and geological uncertainties in a geotechnical analysis
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Advanced reliability analysis of slopes in spatially variable soils using multivariate adaptive regression splines
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Application of soft computing techniques for shallow foundation reliability in geotechnical engineering
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Probabilistic analysis of shield-driven tunnel in multiple strata considering stratigraphic uncertainty
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Uncertainties have a meaning: Information entropy as a quality measure for 3-D geological models
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A Markov Chain Model for Subsurface Characterization: Theory and Applications
inferredcites →https://doi.org/10.1061/(asce)1090-0241(2005)131:2(232)openalex-snapshot
Three-Dimensional Probabilistic Foundation Settlement
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Characterizing Uncertain Site-Specific Trend Function by Sparse Bayesian Learning
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Bayesian Approach for Probabilistic Site Characterization Using Cone Penetration Tests
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Using Conditioned Random Field to Characterize the Variability of Geologic Profiles
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Probabilistic Modeling of Soil Profiles
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Sources of Uncertainty in Site Characterization and Their Impact on Geotechnical Reliability-Based Design
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Probabilistic Stratification Modeling in Geotechnical Site Characterization
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Identifiability of Geotechnical Site-Specific Trend Functions
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Detection of Stationary Markovian Zones in a Geologically Heterogeneous Area
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Bayesian Stochastic Soil Modeling Framework Using Gaussian Markov Random Fields
inferredcites →https://doi.org/10.1061/ajrua6.0000970openalex-snapshot
Optimal Sampling Placement in a Gaussian Random Field Based on Value of Information
inferredcites →https://doi.org/10.1061/ajrua6.0001042openalex-snapshot
Optimization of Site-Exploration Programs for Slope-Reliability Assessment
inferredcites →https://doi.org/10.1061/ajrua6.0001083openalex-snapshot
Scale of Fluctuation for Spatially Varying Soils: Estimation Methods and Values
inferredcites →https://doi.org/10.1109/tpami.1984.4767596openalex-snapshot
Stochastic Relaxation, Gibbs Distributions, and the Bayesian Restoration of Images
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Spatial Interaction and the Statistical Analysis of Lattice Systems
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Nonparametric and data-driven interpolation of subsurface soil stratigraphy from limited data using multiple point statistics
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Reliability evaluation of shallow foundation bearing capacity on c' φ' soils
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Bearing-capacity prediction of spatially random c ϕ soils
inferredcites →https://doi.org/10.1139/t02-090openalex-snapshot
An overview of soil heterogeneity: quantification and implications on geotechnical field problems
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Reliability analysis of the bearing capacity of a shallow foundation resting on cohesive soil
inferredcites →https://doi.org/10.1680/jgeot.14.p.242openalex-snapshot
Probabilistic identification of soil stratification
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Statistical interpretation of soil property profiles from sparse data using Bayesian compressive sampling
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Centrifuge and theoretical modelling of conical footings on sand
What points at this work
Incoming claims: where this work appears in other papers’ reference lists and arguments.
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Numerical analysis of the effect of the gradation characteristics of soil particles on the ground bearing capacity of a rigid footing via the discrete element method
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Broken line random failure mechanism method in foundation bearing capacity assessment for spatially variable soil
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Multi-scale generative adversarial networks (GAN) for generation of three-dimensional subsurface geological models from limited boreholes and prior geological knowledge
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Probabilistic analysis of offshore single pile composite foundation considering rotated anisotropy spatial variability of multi-layered soils
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Improved coupled Markov chain method for simulating geological uncertainty
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Analysis of Tunnel Deformational Performance Considering Geological Uncertainty and Spatial Variability
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Nonlinear Stochastic Seismic Response Analysis of Three-Dimensional Reinforced Concrete Piles
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