Title Page Preface Organization Contents WILSON TANG LECTURE AND KEYNOTES Is There Anything Better than LRFD for Simplified Geotechnical RBD? Geotechnical Risk Management in Dutch Public Infrastructure Projects Accounting for Uncertainty and Variability in Geotechnical Characterization of Offshore Sites Interactive Evaluation of the Reliability of Engineered Slopes Utilising Multi-Source Monitoring Information Developments in Levee Reliability and Flood Risk Analysis in the Netherlands Quantitative Geotechnical Risk Management for Tunneling Projects in China Risk Management and Risk Communication in Geotechnical Engineering by Independent Peer Review and Special Technical Solutions TECHNICAL SESSIONS Geotechnical Risk Management and Risk Communication Risk Management for the Underground Car Park Kruisplein Recent Initatives for Enhancing Landslide Risk Management in Hong Kong Risk Management Based Ground Deformation Monitoring During Queens Bored Tunnels Project Geotechnical Risks in a Deep Building Bit in The Hague's Old City Centre - Project Veenkade Case Study of the Restoration of an Old Canal and a New Underground Parking Garage Seismic Risk Management of a Canal System Model Using GeoRM to Communicate Geotechnical Risks Between Engineers and Managers Geotechnical Engineering in Contracts for Civil Projects The Position of Geotechnical Engineering and Risk Management in Dutch Higher Education Urban Groundwater Management as Risk Reduction Tool for Groundwater Extractions Risk Evolution During the Design of the Adaptation of a Railway Bridge Foundation Geotechnical Risk Management for Museum ``Our Lord in the Attic'' Amsterdam Variability in Ground Conditions and Site Investigation Analyzing Spatial Variability of Geologic Profiles for Four Sites in Hong Kong. Spatial Variability of Subsurface Soil Conditions Causing Roadway Settlements Probabilistic Characterization of a Soft Scandinavian Clay Supporting a Light Quay Structure Spatial Variability of Soil-Rock Interface in Chennai Using Geophysical and Geotechnical Data Non-Intrusive Reliability Analysis of Multi-Layered Slopes in Spatially Variable Soils Reducing Risk on Unexploded Ordnance by Vibrations in the Rotterdam Subsoil Uplift Risk Maps for Sewerage Renewal Planning in Deltaic Cities Random Sets-Based System for Geotechnical Soundings Density Estimation System Failure Probability of c-φ Soil Slope Stability Using Vertical Random Fields Determination of Spatial Variability in d70 Grain Size Values Using High Density Site Measurements Probabilistic Methodology for Seismic Deformation Assessment of Slopes in Regions with Low to Moderate Seismicity Whole Failure Process Analysis for Jointed Rock Mass Based on Coupling Method of DDA and FEM Reliability and Risk Analysis of Geotechnical Structures Correlation Effect in Probabilistic Design Against Piping in Multi-Functional Flood Defences Dynamic Axle Loads as a Main Source of Railway Track Degradation Assessment of Risks of Regional Shallow Slope Failures A Framework for Risk Assessment of Groundwater Drawdown Induced Subsidence Slope Stability Assessment Based on Limit Analysis Limit State Imprecise Probabilistic Analysis in Geotechnical Engineering Risk Assessment and Mitigating Measures Regarding Pile Installation at EBS Biohub Jetty Stability Analysis of Unsaturated Soil Slope Considering the Variability of Soil-Water Characteristic Curve Influence of Model Accuracy on Load and Resistance Factor Calibration of Steel Strip Walls Probabilistic VHM Failure Envelopes for Skirted Foundations in Spatially Variable, Normally Consolidated Clay. Reliability Analysis of Shaft Resistance of Axially Loaded Bored Piles Reliability Analysis of Near Surface Disposal Facilities Using Collocation Based Stochastic Response Surface Method Assessment of Reliability-Based Serviceability Limit State Procedures Using Full-Scale Loading Tests Reliability Based Design of Dredge Sludge Depot for Mechanism Static Liquefaction Probabilistic Analysis at Ultimate Limit State of Strip Footings Resting on a Spatially Varying Soil Using Subset Simulation Approach Diagnosis of Earth-Fill Dams by Several Sounding Tests A Procedure to Determine Resistance Factors for a Newly Developed Rotation Steel Pile Uncertainty in Centrifuge Test of Slope Failure and Its Simulation by MPS Method Uncertainty Evaluation in Slope Failure Using Centrifuge Model Tests Time-Dependent Reliability Analysis of Pavement Structures Under Fatigue Loading The History of Safety Factors for Dutch Regional Dykes Effects of Soil Spatial Variability on Bearing Capacity of Shallow Foundations Limit State Design of Shallow Foundations Limit State Imprecise Interval Analysis in Geotechnical Engineering Limit-State Design of a Steel Storage Tank Foundation on a Crushed Rock Ring Based on Proven Soil Strength Parameter Identification of Consolidation Settlement Based on Multi-Objective Optimization Detection of Anomalies in Diaphragm Walls Uncertainties in Redesigning an Existing Quay Wall A Consideration on Deterioration Model for Cold Region Tunnel Lining Based on Life-Cycle Concept Multi-Objective Optimization and Decision Aid for Spread Footing Design in Uncertain Environment Risk Assessment of Low Level Radioactive Waste in Near Surface Disposal Facilities Calibration of Partial Factors for Basal Reinforced Piled Embankments. Reliability Analysis of Infinite Slopes Under Random Rainfall Events Application of Conditional Random Fields and Sparse Polynomial Chaos Expansions to Geotechnical Problems Estimation of Probable Maximum Loss Index of Water Supply System A Preliminary Study on the Comprehensive Evaluation of the Disaster Prevention System of Large Urban Underground Space Limit-State Design in Geotechnical Engineering Geotechnical Ultimate Limit State Design Using Finite Elements Comparison of Methods for Reliability Calibration of Partial Resistance Factors for Pile Foundations Bearing Capacity of Working Platforms Using Distinct Layout Opitimization Method Design of Deep Supported Excavations: Comparison Between Numerical and Empirical Methods A Proposal for Some Modifications of EN 1997-1 Design Approaches Evaluation and Application of Characteristic Values Based on Eurocode 7 Design Methodology Assessment and Management of Natural Hazards The Statistical Analysis of Hydrological Disasters How to Determine the Phreatic Surface in a Dike During Storm Conditions with Wave Overtopping: A Method Applied to the Afsluitdijk Flood Safety on Dikes with Wind Turbines Safety Assessment Method of Flood Defences for Flow Sliding Application of Fragility Curves in Operational Flood Risk Assessment Identification and Treatment of Erodible Clays in Dikes Preliminary Assessment of Debris Flow Hazard in a Catchment Under Extreme Condition Monitoring Analysis of Foundation Deformations of the Botlek Lifting Bridge Risk Analysis on Cascade Breaching of the Tangjiashan Landslide Dam and Two Smaller Downstream Landslide Dams Risk Assessment of Induced Earthquake Hazards in the Northern Netherlands Continuous River Levee Safety Assessment Based on a Reliability Analysis. Case Studies, Monitoring and Observational Method Geotechnical Monitoring of a Trial Pit Excavation Toward the Boom Clay in Antwerp (Belgium) Risk Management of Groundwater During the Reconstruction of the Rotterdam Central Area Risk Management of a Complex Remediation of the Former Feijenoord Gasworks Site in Rotterdam Non-Destructive Quality Check on Cast In-Situ Piles Utilization of EPS Geofoam for Bridge Approach Structure on Soft Bangkok Clay Concrete Flow in Diaphragm Wall Panels: A Full-Scale In-Situ Test Evaluation of Differential Settlement Along Bridge Approach Structure on Soft Bangkok Clay Long Term Monitoring Test Embankments Bloemendalerpolder - Geo-Impuls Program Evaluation Settlement Models Test Embankments Bloemendalerpolder - Geo-Impuls Program Soil Displacement Induced Laterally Loaded Piles Test Embankments Bloemendalerpolder - Geo-Impuls Program Reliability Analysis of an Anchored Contiguous Pile Wall in Ankara Clay with the Random Set Finite Element Method Uncertainty Analysis and Risk Management of Underground Cavern Group at Jinping II Hydropower Station SPECIAL SESSIONS Stochastic Analysis of Soil Heterogeneity and Geotechnical Reliability Geotechnical Reliability Analysis Involving Spatially Autocorrelated Soil Properties Role of Soil and Structural Heterogeneity in Geotechnical System Redundancy Bearing Capacity of Spatially Random Rock Masses Obeying Hoek-Brown Failure Criterion Three Dimensional Discrete Failures in Long Heterogeneous Slopes Probabilistic Analysis of Velocity Distribution Under Earth Embankments for Piping Investigation Safety Assessment of a Shallow Foundation Using the Random Finite Element Method Probabilistic Slope Stability Analysis: The State of Play Granular Contact Dynamics for the Probabilistic Stability Analysis of Slopes. Probabilistic Slope Stability Analysis Using RFEM with Non-Stationary Random Fields.
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