Geotechnical Safety and Risk V.

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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