All Stories

  1. Report for ISSMGE TC309/TC304/TC222 fourth ML dialogue on “Machine learning supremacy projects”
  2. Characterization of Autocovariance Parameters of Detrended Cone Tip Resistance from a Global CPT Database
  3. Benchmarking Data-Driven Site Characterization
  4. Data-Drive Site Characterization for Benchmark Examples: Sparse Bayesian Learning versus Gaussian Process Regression
  5. Dealing with nonlattice spatially variable data contaminated by white noise using Kronecker-product formulation
  6. Time capsule for landslide risk assessment
  7. The “Site Recognition Challenge” in Data-Driven Site Characterization
  8. Time capsule for geotechnical risk and reliability
  9. A Hierarchical Bayesian Similarity Measure for Geotechnical Site Retrieval
  10. Erratum for “Constructing Quasi-Site-Specific Multivariate Probability Distribution Using Hierarchical Bayesian Model” by Jianye Ching, Stephen Wu, and Kok-Kwang Phoon
  11. Report for ISSMGE TC309/TC304/TC222 Third ML dialogue on “Data-Driven Site Characterization (DDSC)”
  12. Data analytics in geotechnical and geological engineering
  13. Benchmark examples for data-driven site characterisation
  14. On the Hole Effect in Soil Spatial Variability
  15. Constructing Quasi-Site-Specific Multivariate Probability Distribution Using Hierarchical Bayesian Model
  16. Quasi-site-specific multivariate probability distribution model for sparse, incomplete, and three-dimensional spatially varying soil data
  17. What is a characteristic value for soils?
  18. Dealing with Nonlattice Data in Three-Dimensional Probabilistic Site Characterization
  19. Challenges in data-driven site characterization
  20. Mobilisation-based characteristic value of shear strength for ultimate limit states
  21. Scale of Fluctuation for Spatially Varying Soils: Estimation Methods and Values
  22. 3D Probabilistic Site Characterization by Sparse Bayesian Learning
  23. Role of municipal database in constructing site-specific multivariate probability distribution
  24. Constructing a Site-Specific Multivariate Probability Distribution Using Sparse, Incomplete, and Spatially Variable (MUSIC-X) Data
  25. Measuring Similarity between Site-Specific Data and Records from Other Sites
  26. Simplified risk assessment for a spatially variable undrained long slope
  27. Statistical determination of multivariate characteristic values for Eurocode 7
  28. Identification of sample path smoothness in soil spatial variability
  29. A novel simplified geotechnical reliability analysis method
  30. Multivariate probability distribution for some intact rock properties
  31. Discretization error in the random finite element method for spatially variable undrained shear strength
  32. Constructing Site-Specific Multivariate Probability Distribution Model Using Bayesian Machine Learning
  33. Generic transformation models for some intact rock properties
  34. Effective Young’s modulus of a spatially variable soil mass under a footing
  35. Estimating horizontal scale of fluctuation with limited CPT soundings
  36. Identifiability of Geotechnical Site-Specific Trend Functions
  37. Worst case scale of fluctuation in basal heave analysis involving spatially variable clays
  38. Correlations among some parameters of coarse-grained soils — the multivariate probability distribution model
  39. Probabilistic transformation models for preconsolidation stress based on clay index properties
  40. Characterizing Uncertain Site-Specific Trend Function by Sparse Bayesian Learning
  41. Characterizing Unknown Trend Using Sparse Bayesian Learning
  42. Effective Young’s Modulus for a Footing on a Spatially Variable Soil Mass
  43. Can a Spatially Variable Field Be Converted into a Homogeneous Spatial Average over an Influence Zone?
  44. On characterizing spatially variable soil Young’s modulus using spatial average
  45. Transformation models for effective friction angle and relative density calibrated based on generic database of coarse-grained soils
  46. Robust estimation of correlation coefficients among soil parameters under the multivariate normal framework
  47. Some observations on ISO2394:2015 Annex D (Reliability of Geotechnical Structures)
  48. Estimating peak flow-discharge during extreme rainfall events for the Gao-Ping River, Taiwan
  49. Spatial correlation for transformation uncertainty and its applications
  50. On characterizing spatially variable soil shear strength using spatial average
  51. Undrained strength for a 3D spatially variable clay column subjected to compression or shear
  52. Impact of Statistical Uncertainty on Geotechnical Reliability Estimation
  53. Transitional Markov Chain Monte Carlo: Observations and Improvements
  54. New Sampling Method and Procedures for Estimating Failure Probability
  55. Application of the transitional Markov chain Monte Carlo algorithm to probabilistic site characterization
  56. Statistical characterization of random field parameters using frequentist and Bayesian approaches
  57. Can the effect of shear strength spatial variability be summarized as the pure spatial average?
  58. Effect of Element Size in Random Finite Element Analysis for Effective Young’s Modulus
  59. Cone penetration test (CPT)-based stratigraphic profiling using the wavelet transform modulus maxima method
  60. Effective Young's modulus for a spatially variable soil mass subjected to a simple stress state
  61. A New Procedure for Simulating Active Lateral Force in Spatially Variable Clay Modeled by Anisotropic Random Field
  62. Role of redundancy in simplified geotechnical reliability-based design – A quantile value method perspective
  63. Simplified Reliability-Based Design of Wall Displacements for Excavations in Soft Clay Considering Cross Walls
  64. Reducing the Transformation Uncertainty for the Mobilized Undrained Shear Strength of Clays
  65. Impact of spatial variability in undrained shear strength on active lateral force in clay
  66. Calibration of model uncertainties in base heave stability for wide excavations in clay
  67. Probabilistic observational method for estimating wall displacements in excavations
  68. Quantile Value Method for Geotechnical Reliability Code Calibration
  69. Transformations and correlations among some clay parameters — the global database
  70. Correlations among some clay parameters — the multivariate distribution
  71. The critical scale of fluctuation for active lateral forces in spatially variable undrained clays
  72. Statistics for the calculated safety factors of undrained failure slopes
  73. Probability Distribution for Mobilized Shear Strengths of Saturated Undrained Clays Modeled by 2-D Stationary Gaussian Random Field - A 1-D Stochastic Process View
  74. Reply to the discussion by Mesri on“Multivariate distribution for undrained shear strengths under various test procedures”
  75. Mean and Variance of Mobilized Shear Strength for Spatially Variable Soils under Uniform Stress States
  76. Linking Site Investigation Efforts to Final Design Savings with Simplified Reliability-Based Design Methods
  77. Modeling piezocone cone penetration (CPTU) parameters of clays as a multivariate normal distribution
  78. Determining the Factors of Safety of Spatially Variable Slopes Modeled by Random Fields
  79. Simplified reliability method for spatially variable undrained engineered slopes
  80. Simplified procedure for estimation of liquefaction-induced settlement and site-specific probabilistic settlement exceedance curve using cone penetration test (CPT)
  81. Assessing SPT-based probabilistic models for liquefaction potential evaluation: a 10-year update
  82. Probability distribution for mobilised shear strengths of spatially variable soils under uniform stress states
  83. Quantile value method versus design value method for calibration of reliability-based geotechnical codes
  84. Performance of reliability-based design code formats for foundations in layered soils
  85. Multivariate distribution for undrained shear strengths under various test procedures
  86. Effect of element sizes in random field finite element simulations of soil shear strength
  87. Robustness of Constant Load and Resistance Factor Design Factors for Drilled Shafts in Multiple Strata
  88. Predicting Wall Displacements for Excavations with Cross Walls in Soft Clay
  89. Simulating Spatial Averages of Stationary Random Field Using the Fourier Series Method
  90. Foundation Engineering in the Face of Uncertainty
  91. Multivariate Model for Soil Parameters Based on Johnson Distributions
  92. Mobilized shear strength of spatially variable soils under simple stress states
  93. Estimation of rock pressure during an excavation/cut in sedimentary rocks with inclined bedding planes
  94. Value of Geotechnical Site Investigation in Reliability-Based Design
  95. Unified CPTu-based probabilistic model for assessing probability of liquefaction of sand and clay
  96. DISCUSSION: Predicting rainfall-induced landslide potential along a mountain road in Taiwan J. CHING, H.-J. LIAO and J.-Y. LEE (2011).Géotechnique61, No. 2, 153–166
  97. Reliability-Based Design for Basal Heave Stability of Deep Excavations in Spatially Varying Soils
  98. Modeling parameters of structured clays as a multivariate normal distribution
  99. New models for probability of liquefaction using standard penetration tests based on an updated database of case histories
  100. Probabilistic Model for Overall Shear Strengths of Spatially Variable Soil Masses
  101. Examination of Multivariate Dependency Structure in Soil Parameters
  102. Establishment of generic transformations for geotechnical design parameters
  103. Updating Uncertainties in Friction Angles of Clean Sands
  104. Probabilistic version of the Robertson and Wride method for liquefaction evaluation: development and application
  105. Overall Shear Strength of Soil Mass With Spatial Variability
  106. Reliability-based design for allowable bearing capacity of footings on rock masses by considering angle of distortion
  107. A quantile-based approach for calibrating reliability-based partial factors
  108. Updating Uncertainties in Friction Angles of Clean Sands
  109. Reliability-Based Design for Allowable Bearing Capacity by Considering Differential Settlement on Highly Fractured Rock Masses
  110. Reliability Based Design of Base Heave Stability in Wide Excavations
  111. Quantile Framework for Simplified Geotechnical Reliability-Based Design
  112. Liquefaction Probability by Probabilistic Version of Robertson and Wride Model
  113. Constructing Joint Distributions of Multivariate Geotechnical Data
  114. Calibrating Resistance Factors of Single Bored Piles Based on Incomplete Load Test Results
  115. Effective Shear Strengths of Isotropic Spatially Variable Soil Masses
  116. Reliability-Based Design for External Stability of Narrow Mechanically Stabilized Earth Walls: Calibration from Centrifuge Tests
  117. Practical Monte Carlo Based Reliability Analysis and Design Methods for Geotechnical Problems
  118. Predicting rainfall-induced landslide potential along a mountain road in Taiwan
  119. Selection among CPTU-Based Liquefaction Models
  120. Predicting displacement of augered cast-in-place piles based on load test database
  121. Observations on Limit Equilibrium–Based Slope Reliability Problems with Inclined Weak Seams
  122. Converting reliability constraints by adaptive quantile estimation
  123. Evaluating small failure probabilities of multiple limit states by parallel subset simulation
  124. Updating Uncertainties in Undrained Shear Strengths by Multivariate Correlations
  125. Reliability-Based Design for Basal Heave in an Excavation Considering Spatial Variability
  126. Complexity of Limit Equilibrium Based Slope Reliability Problems
  127. Calibrating Resistance Factors of Single Bored Piles Based on Incomplete Load Test Information
  128. Reducing shear strength uncertainties in clays by multivariate correlations
  129. Bayesian updating of reliability of civil infrastructure facilities based on condition-state data and fault-tree model
  130. Reliability-Based Code Calibration for Axial Ultimate Bearing Capacities of Single Bored Piles in Taipei Basin
  131. Model selection issue in calibrating reliability-based resistance factors based on geotechnical in-situ test data
  132. Updating future reliability of nonlinear systems with low dimensional monitoring data using short-cut simulation
  133. Propagating uncertainties for loss estimation in performance-based earthquake engineering using moment matching
  134. Efficient Evaluation of Reliability for Slopes with Circular Slip Surfaces Using Importance Sampling
  135. Approximate reliability-based design with general geotechnical models by stochastic simulation
  136. Approximation of reliability constraints by estimating quantile functions
  137. Updating real-time reliability of instrumented systems with stochastic simulation
  138. Equivalence between reliability and factor of safety
  139. Approximate optimization of systems with high-dimensional uncertainties and multiple reliability constraints
  140. Calibration of Reliability-Based Resistance Factors for Flush Drilled Soil Anchors in Taipei Basin
  141. Transforming reliability limit-state constraints into deterministic limit-state constraints
  142. An Efficient Method for Evaluating Origin-Destination Connectivity Reliability of Real-World Lifeline Networks
  143. Local Estimation of Failure Probability Function with Direct Monte Carlo Simulation
  144. Transitional Markov Chain Monte Carlo Method for Bayesian Model Updating, Model Class Selection, and Model Averaging
  145. Application of subset simulation methods to reliability benchmark problems
  146. Approximate Reliability-Based Optimization Using a Three-Step Approach Based on Subset Simulation
  147. Real-time reliability estimation for serviceability limit states in structures with uncertain dynamic excitation and incomplete output data
  148. Local estimation of failure probability function and its confidence interval with maximum entropy principle
  149. Reducing performance uncertainties with monitoring data
  150. Structural Model Updating and Health Monitoring with Incomplete Modal Data Using Gibbs Sampler
  151. Bayesian State Estimation Method for Nonlinear Systems and Its Application to Recorded Seismic Response
  152. Bayesian state and parameter estimation of uncertain dynamical systems
  153. Hybrid Subset Simulation method for reliability estimation of dynamical systems subject to stochastic excitation
  154. Reliability estimation for dynamical systems subject to stochastic excitation using subset simulation with splitting
  155. New Bayesian Model Updating Algorithm Applied to a Structural Health Monitoring Benchmark
  156. Dynamic Modeling of Large-Scale Magnetorheological Damper Systems for Civil Engineering Applications
  157. Microseismic source deconvolution: Wiener filter versus minimax, Fourier versus wavelets, and linear versus nonlinear
  158. Tracking rapidly changing dynamical systems using a non-parametric statistical method based on wavelets
  159. Identification of soil degradation during earthquake excitations by Bayesian inference
  160. 1D Time-Domain Solution for Seismic Ground Motion Prediction
  161. A Time Domain Moment Tensor Inversion Technique and Its Verification