GSP 224 contains 127 peer-reviewed papers that address uncertainties in the geologic environment presented at GeoRisk 2011: Geotechnical Risk Assessment and Management, held in Atlanta, Georgia, June 26<\/p>\n
| PDF Pages<\/th>\n | PDF Title<\/th>\n<\/tr>\n | ||||||
|---|---|---|---|---|---|---|---|
| 1<\/td>\n | Cover <\/td>\n<\/tr>\n | ||||||
| 9<\/td>\n | Table of Contents <\/td>\n<\/tr>\n | ||||||
| 20<\/td>\n | Keynote Lectures Risk of Limit-Equilibrium Failure of Long Earth Slopes: How It Depends on Length <\/td>\n<\/tr>\n | ||||||
| 44<\/td>\n | Development of a Risk-Based Landslide Warning System <\/td>\n<\/tr>\n | ||||||
| 69<\/td>\n | Unresolved Problems in Geotechnical Risk and Reliability <\/td>\n<\/tr>\n | ||||||
| 83<\/td>\n | Learning to Live with Geohazards: From Research to Practice <\/td>\n<\/tr>\n | ||||||
| 136<\/td>\n | Geo-Risks in the Business Environment <\/td>\n<\/tr>\n | ||||||
| 148<\/td>\n | The Practical Application of Risk Assessment to Dam Safety <\/td>\n<\/tr>\n | ||||||
| 188<\/td>\n | Characterization and Modeling of Variability of Soils across Scales Random Field Model Parameters for Columbia River Silt <\/td>\n<\/tr>\n | ||||||
| 197<\/td>\n | Reliability-Based Design for Allowable Bearing Capacity by Considering Differential Settlement on Highly Fractured Rock Masses <\/td>\n<\/tr>\n | ||||||
| 205<\/td>\n | Assessment of Levee Site Variability As a Function of the Number of Explorations <\/td>\n<\/tr>\n | ||||||
| 212<\/td>\n | Influence of Geotechnical Dataset on the Range of Influence of Undrained Shear Strength <\/td>\n<\/tr>\n | ||||||
| 220<\/td>\n | Reliability Based Approach to Quantify Montmorillonite Mineral in Expansive Clays <\/td>\n<\/tr>\n | ||||||
| 228<\/td>\n | Probabilistic\/Simulation Methods Subset Simulation and Its Application to a Spatially Random Soil <\/td>\n<\/tr>\n | ||||||
| 236<\/td>\n | Probabilistic Analysis of Basal Heave in Deep Excavation <\/td>\n<\/tr>\n | ||||||
| 244<\/td>\n | Influence of the Scale of Fluctuation of the Friction Angle on the Face Stability of a Pressurized Tunnel in Sands <\/td>\n<\/tr>\n | ||||||
| 252<\/td>\n | Probabilistic Finite Element Analysis of a Raft Foundation Supported by Drilled Shafts in Karst <\/td>\n<\/tr>\n | ||||||
| 259<\/td>\n | Probabilistic Slope Stability Analysis As a Supplement to a Deterministic Study <\/td>\n<\/tr>\n | ||||||
| 266<\/td>\n | Liquefaction Probability by Probabilistic Version of Robertson and Wride Model <\/td>\n<\/tr>\n | ||||||
| 274<\/td>\n | Uncertainty Modeling Design Criteria for the Differential Settlement of Landfill Foundations Modeled Using Random Fields <\/td>\n<\/tr>\n | ||||||
| 282<\/td>\n | Bayesian Updating of Load Settlement Curves for Footings on Cohesionless Soil <\/td>\n<\/tr>\n | ||||||
| 290<\/td>\n | Stochastic vs. Deterministic Analysis of Consolidation Problem in Natural Alluvial Deposits <\/td>\n<\/tr>\n | ||||||
| 298<\/td>\n | Bearing Capacity of Strip Footings on Spatially Random Soils Using Sparse Polynomial Chaos Expansion <\/td>\n<\/tr>\n | ||||||
| 306<\/td>\n | Spatial Variability of Aperture in a Rough-Walled Crack in Surface Soil <\/td>\n<\/tr>\n | ||||||
| 314<\/td>\n | Parameter Estimation and Uncertainty Analysis Incorporating Engineering Judgement by Bayesian Inversion <\/td>\n<\/tr>\n | ||||||
| 322<\/td>\n | Earthquake Engineering and Soil Dynamics I Site Response Effects on Partially Ergodic PSHA <\/td>\n<\/tr>\n | ||||||
| 329<\/td>\n | A Case Study of Alternative Site Response Explanatory Variables in Parkfield, California <\/td>\n<\/tr>\n | ||||||
| 337<\/td>\n | Estimating Repair Cost and Downtime Due to Earthquake-Induced Damage at Container Ports <\/td>\n<\/tr>\n | ||||||
| 345<\/td>\n | Effect of Fabric Anisotropy on Seismic Response of Strip Foundations <\/td>\n<\/tr>\n | ||||||
| 355<\/td>\n | Seismic Response of Reinforced Soil Retaining Walls: Is PGA-Based Design Adequate? <\/td>\n<\/tr>\n | ||||||
| 363<\/td>\n | Performance Based Assessment of Dynamic Soil-Structure Interaction Effects on Seismic Response of Building Frames <\/td>\n<\/tr>\n | ||||||
| 371<\/td>\n | Geotechnical Assessment, Characterization, and Design for Risk Management I Effects of Slenderness Ratio on Seismic Behavior of Vertical Micropiles <\/td>\n<\/tr>\n | ||||||
| 380<\/td>\n | Multichannel Analysis of Surface Waves (MASW) at the National Geotechnical Engineering Site at Texas A&M University (NGES\/TAMU) <\/td>\n<\/tr>\n | ||||||
| 390<\/td>\n | Probabilistic Compressible Soil Thickness from Field Settlement Data <\/td>\n<\/tr>\n | ||||||
| 398<\/td>\n | A Novel Application of Risk Analysis Methods to Evaluate the Future Viability of Two Large Concrete Stormwater Detention Tanks <\/td>\n<\/tr>\n | ||||||
| 406<\/td>\n | Risk Management for Large-Scale Foundation Design and Construction in Challenging Karst Geology <\/td>\n<\/tr>\n | ||||||
| 414<\/td>\n | Effect of Spatial Variability and Model Uncertainty on the Design of Sockets in Weak Carbonate Rocks <\/td>\n<\/tr>\n | ||||||
| 422<\/td>\n | Engineering Geology and Site Characterization CPT-Based Probabilistic Characterization of Effective Friction Angle of Sand <\/td>\n<\/tr>\n | ||||||
| 430<\/td>\n | Prediction of Embankment Settlement from PCPT Measurements: A Case Study at Courtableau Bridge <\/td>\n<\/tr>\n | ||||||
| 439<\/td>\n | Geochemical and Geotechnical Features of Terra Rossa in Karst Areas of Southern Appalachians <\/td>\n<\/tr>\n | ||||||
| 447<\/td>\n | Characterizing Spatial Variability of Cone Penetration Testing through Geostatistical Evaluation <\/td>\n<\/tr>\n | ||||||
| 455<\/td>\n | Case Study\u2014A Landslide on Coastal Slope in Bellingham Bay <\/td>\n<\/tr>\n | ||||||
| 463<\/td>\n | Developing Resistance Factors for Design of Piles in Sand <\/td>\n<\/tr>\n | ||||||
| 471<\/td>\n | Quantitative Risk Analysis for Embankments, Dams, and Slopes Probabilistic Slope Stability Analysis of a 300 m High Embankment Dam <\/td>\n<\/tr>\n | ||||||
| 479<\/td>\n | Identification of Hazardous Loose Landslide Deposits and Scars Formed during the 2008 Wenchuan Earthquake <\/td>\n<\/tr>\n | ||||||
| 487<\/td>\n | Bounding the Probability of Failure for Levee Systems <\/td>\n<\/tr>\n | ||||||
| 495<\/td>\n | Breaching of Changkai Levee in June 2010 in Jiangxi Province, China <\/td>\n<\/tr>\n | ||||||
| 503<\/td>\n | Distinct Element Modelling for High Rock Slopes in Static and Dynamic Conditions: A Case Study <\/td>\n<\/tr>\n | ||||||
| 512<\/td>\n | Reliability Analysis of Stone Columns for Ground Improvement <\/td>\n<\/tr>\n | ||||||
| 520<\/td>\n | Earthquake Engineering and Soil Dynamics II Application of SCPTU for Assessing Liquefaction Potential of the 1976 Tangshan Earthquake, China <\/td>\n<\/tr>\n | ||||||
| 529<\/td>\n | Characterizing the Liquefaction Potential of the Pleistocene-Age Wando Formation in the Charleston Area, South Carolina <\/td>\n<\/tr>\n | ||||||
| 537<\/td>\n | Influence of r[sub(d)] on Liquefaction Triggering Evaluation at Two Case History Sites <\/td>\n<\/tr>\n | ||||||
| 545<\/td>\n | Evaluating Bias of Liquefaction-Induced Settlement Methods for Performance-Based Design <\/td>\n<\/tr>\n | ||||||
| 553<\/td>\n | Estimating CSRs for Evaluating Liquefaction That Are Consistent with Building Code Design Spectra <\/td>\n<\/tr>\n | ||||||
| 563<\/td>\n | Potential Differences between Time Series and Random Vibration Theory Site Response <\/td>\n<\/tr>\n | ||||||
| 571<\/td>\n | Geotechnical Assessment, Characterization, and Design for Risk Management II Understanding Uncertainty: Assessment and Management of Geotechnical Risk in Tunnel Construction <\/td>\n<\/tr>\n | ||||||
| 579<\/td>\n | Communicating and Managing Risk in Geotechnical Engineering Practice <\/td>\n<\/tr>\n | ||||||
| 587<\/td>\n | Reliability Analysis of Deep Excavation Based on a Semi-Empirical Approach <\/td>\n<\/tr>\n | ||||||
| 597<\/td>\n | Jet-Grouting in Cohesive Soils for Ground Improvement in Hawaii <\/td>\n<\/tr>\n | ||||||
| 605<\/td>\n | Risk Assessment of Success Dam, California: Evaluation of Operating Restrictions As an Interim Measure to Mitigate Earthquake Risk <\/td>\n<\/tr>\n | ||||||
| 619<\/td>\n | Load and Resistance Factor Design (LRFD) for Foundation Systems Some Observations on Reliability-Based Design of Rock Footings <\/td>\n<\/tr>\n | ||||||
| 627<\/td>\n | A Practical LRFD Design Method for Deep Foundations Using Side Friction and End Bearing <\/td>\n<\/tr>\n | ||||||
| 635<\/td>\n | Reliability-Based Design of Shallow Foundations in Cohesionless Soils under Compression Loading: Serviceability Limit State <\/td>\n<\/tr>\n | ||||||
| 643<\/td>\n | Quantile Framework for Simplified Geotechnical Reliability-Based Design <\/td>\n<\/tr>\n | ||||||
| 651<\/td>\n | Reliability Assessment of Eurocode 7 Spread Foundations Design Methodology <\/td>\n<\/tr>\n | ||||||
| 659<\/td>\n | Deterministic and Probabilistic Seismic Analyses of a Slope-Footing System <\/td>\n<\/tr>\n | ||||||
| 667<\/td>\n | Limit State Design in Geotechnical Engineering A Comparative Study of Drilled Shaft Design Using LRFD and Expanded RBD <\/td>\n<\/tr>\n | ||||||
| 675<\/td>\n | Limit States Design of Pile Foundations in Clay under Combined Action of Transient Uplift Loads and Frost Jacking <\/td>\n<\/tr>\n | ||||||
| 683<\/td>\n | Safety Margin in Design of Pile-Supported Structural Slabs for Frost Action <\/td>\n<\/tr>\n | ||||||
| 691<\/td>\n | Statistical Characterization and Stochastic Simulation of Load-Displacement Behavior of Shallow Footings <\/td>\n<\/tr>\n | ||||||
| 699<\/td>\n | Reliability Based Design of Base Heave Stability in Wide Excavations <\/td>\n<\/tr>\n | ||||||
| 707<\/td>\n | Probabilistic Analysis of Shallow Foundations on Rocks Obeying Hoek-Brown Failure Criterion <\/td>\n<\/tr>\n | ||||||
| 715<\/td>\n | Risk and Reliability in Geoenvironmental Engineering Influence of Aging on the Mechanical Behavior of Municipal Solid Waste <\/td>\n<\/tr>\n | ||||||
| 723<\/td>\n | Effect of 1D Infiltration Assumption on Stability of Spatially Variable Slope <\/td>\n<\/tr>\n | ||||||
| 731<\/td>\n | Old Sewer, Big Risks: Managing Risks during the Design and Construction of a 21-Story Building Adjacent to a Critical 100-Year-Old Sewer Structure <\/td>\n<\/tr>\n | ||||||
| 739<\/td>\n | Effect of Leachate Recirculation and Extent of Degradation on the Stability of Bioreactor Landfill Slopes <\/td>\n<\/tr>\n | ||||||
| 747<\/td>\n | Sustainable Flood Risk Management: Lesson from Recent Cases <\/td>\n<\/tr>\n | ||||||
| 755<\/td>\n | Life Cycle Approaches for Brownfields Redevelopment <\/td>\n<\/tr>\n | ||||||
| 763<\/td>\n | Retaining Structures I Strain Localization Effect on System Reliability Based Design of Bridge Abutments under Earthquake Loading <\/td>\n<\/tr>\n | ||||||
| 773<\/td>\n | Serviceability Considerations in the Design of Sheet Pile Walls for Risk Management <\/td>\n<\/tr>\n | ||||||
| 781<\/td>\n | Reliability Based Performance Evaluation of Earth Retaining Structures <\/td>\n<\/tr>\n | ||||||
| 789<\/td>\n | Wall and Ground Responses in a Braced Excavation Considering Spatial Variability <\/td>\n<\/tr>\n | ||||||
| 797<\/td>\n | Evaluation of LRFD Resistance Factors and Risk for Mechanically Stabilized Earth Walls <\/td>\n<\/tr>\n | ||||||
| 806<\/td>\n | Hazards\/Risks I (Sub)Global Rock Slope Stability: Using Rock Mass Indices to Characterize and Manage Rockfall Risk <\/td>\n<\/tr>\n | ||||||
| 814<\/td>\n | Evaluation of the Susceptibility of Landslides and Debris Flows on Costa Rica\u2019s National Road Network: Analysis of a Segment of National Route 32 <\/td>\n<\/tr>\n | ||||||
| 823<\/td>\n | Spatial Prediction of Groundwater Depth to Trigger Liquefaction in St. Louis <\/td>\n<\/tr>\n | ||||||
| 831<\/td>\n | Study on Risk Assessment for an Individual Landslide <\/td>\n<\/tr>\n | ||||||
| 839<\/td>\n | Geohazard Interpretation of the Cagliari Slope (Southern Sardinia, Italy) <\/td>\n<\/tr>\n | ||||||
| 848<\/td>\n | Delineation of Slope Profiles from Digital Elevation Models for Landslide Hazard Analysis <\/td>\n<\/tr>\n | ||||||
| 856<\/td>\n | Earthquake Engineering and Soil Dynamics III Establishing Confidence in Surface Wave Determined Soil Profiles <\/td>\n<\/tr>\n | ||||||
| 864<\/td>\n | Surface Wave Benchmarking Exercise: Methodologies, Results, and Uncertainties <\/td>\n<\/tr>\n | ||||||
| 872<\/td>\n | Analysis of Surface Wave Benchmarking Data <\/td>\n<\/tr>\n | ||||||
| 878<\/td>\n | An Assessment of Surface Wave Techniques at the Texas A&M National Geotechnical Experimentation Site <\/td>\n<\/tr>\n | ||||||
| 886<\/td>\n | Analysis and Interpretation of the Texas A&M University Benchmark Data Using the Refraction Microtremor Technique <\/td>\n<\/tr>\n | ||||||
| 894<\/td>\n | Determination of the Dynamic Soil Characteristics at the NGES <\/td>\n<\/tr>\n | ||||||
| 905<\/td>\n | Analysis of SASW, MASW, and Passive Surface Wave Data Collected at the National Geotechnical Experimentation Site at Texas A&M University <\/td>\n<\/tr>\n | ||||||
| 913<\/td>\n | Geotechnical Assessment, Characterization, and Design for Risk Management III Active Risk Management in Geotechnical Engineering <\/td>\n<\/tr>\n | ||||||
| 921<\/td>\n | Risk Assessment of Success Dam, California: Flood Related Potential Failure Modes <\/td>\n<\/tr>\n | ||||||
| 929<\/td>\n | Geotechnical Risk in the Peruvian Andes <\/td>\n<\/tr>\n | ||||||
| 934<\/td>\n | Quantified Risk Assessment of Shield Tunneling Effects on Urban Cement Concrete Pavement <\/td>\n<\/tr>\n | ||||||
| 942<\/td>\n | Risk Assessment of Success Dam, California: Earthquake Induced Potential Failure Modes <\/td>\n<\/tr>\n | ||||||
| 950<\/td>\n | A Parametric Study on Factors Affecting Ground Vibrations during Pile Driving through Finite Element Simulations <\/td>\n<\/tr>\n | ||||||
| 958<\/td>\n | Retaining Structures II Tunnel Face Support Pressure and Associated Risk <\/td>\n<\/tr>\n | ||||||
| 967<\/td>\n | Risk Analysis of Pile Pressing-In on an Adjacent Earth-Retaining Wall <\/td>\n<\/tr>\n | ||||||
| 974<\/td>\n | Numerical Study on the Dynamic Behavior of Retaining Walls Backfilled with Shredded Tires <\/td>\n<\/tr>\n | ||||||
| 982<\/td>\n | Probabilistic Analysis of the Deflection of Retaining Walls in Deep Excavation <\/td>\n<\/tr>\n | ||||||
| 990<\/td>\n | Risk Management with Performance-Based Geoengineering Monitoring: APM Tunnel Extension at Hartsfield-Jackson International Airport <\/td>\n<\/tr>\n | ||||||
| 998<\/td>\n | Hazards\/Risks II Probability-Based Risk Assessment of Landslide\/Slope Failure <\/td>\n<\/tr>\n | ||||||
| 1007<\/td>\n | Road Slopes Risk Assessment of the Northern Part of Gifu Prefecture, Japan <\/td>\n<\/tr>\n | ||||||
| 1015<\/td>\n | Managing Settlement Risk Due to Tunneling beneath Downtown Seattle <\/td>\n<\/tr>\n | ||||||
| 1023<\/td>\n | Assessing the Probability of Occurrence of Earthquake-Induced Landslides Offshore the U.S. East Coast: A First-Order, Second Moment Approach <\/td>\n<\/tr>\n | ||||||
| 1031<\/td>\n | An Innovative Landslide Risk Assessment System: Application to Highway Embankments <\/td>\n<\/tr>\n | ||||||
| 1039<\/td>\n | Seismic Risk Assessment and Application in the Central United States <\/td>\n<\/tr>\n | ||||||
| 1047<\/td>\n | Earth Structures\/Slopes Implicit Expression Solution of Slope Reliability on Kinematical Element Method and Response Surface Method <\/td>\n<\/tr>\n | ||||||
| 1055<\/td>\n | Field Performance of a New Approach Slab System <\/td>\n<\/tr>\n | ||||||
| 1063<\/td>\n | External Stability of Geotubes Subjected to Wave Loading <\/td>\n<\/tr>\n | ||||||
| 1074<\/td>\n | Probabilistic Assessment of Commercial Design Guides for Steep Reinforced Slopes: Implications for Design <\/td>\n<\/tr>\n | ||||||
| 1082<\/td>\n | Using Computer Simulations to Take a Closer Look at Load and Resistance Factors for Designing Geosynthetic-Reinforced Walls <\/td>\n<\/tr>\n | ||||||
| 1092<\/td>\n | Impact of Non-Analytical Factors in Geotechnical Risk Assessment of Levees <\/td>\n<\/tr>\n | ||||||
| 1101<\/td>\n | Geotechnical Assessment, Characterization, and Design for Risk Management IV Rockfall and Mitigation Evaluation with 3-D Discrete Element Modeling <\/td>\n<\/tr>\n | ||||||
| 1109<\/td>\n | GeoRisk in the Design-Build Procurement Process <\/td>\n<\/tr>\n | ||||||
| 1117<\/td>\n | Owner Involvement\u2014Choosing Risk Factors for Shallow Foundations <\/td>\n<\/tr>\n | ||||||
| 1128<\/td>\n | Model Test Study of Soil Variation Impact on Shield Tunnel Segment Structure <\/td>\n<\/tr>\n | ||||||
| 1136<\/td>\n | Mitigating Risk and Managing Foundation Cost and Schedule on \u201cMega\u201d\u009d Transmission Line Projects: Beginning with the End in Mind <\/td>\n<\/tr>\n | ||||||
| 1144<\/td>\n | Comparison Study on Computer Simulations for Bridge Scour Estimation <\/td>\n<\/tr>\n | ||||||
| 1152<\/td>\n | Uncertainty Analysis Updating Uncertainties in Friction Angles of Clean Sands <\/td>\n<\/tr>\n | ||||||
| 1160<\/td>\n | Constructing Joint Distributions of Multivariate Geotechnical Data <\/td>\n<\/tr>\n | ||||||
| 1168<\/td>\n | Extension of CSRSM for the Parametric Study of the Face Stability of Pressurized Tunnels <\/td>\n<\/tr>\n | ||||||
| 1176<\/td>\n | Beam on Spatially Random Elastic Foundation <\/td>\n<\/tr>\n | ||||||
| 1184<\/td>\n | Teaching Reliability at the Undergraduate Level <\/td>\n<\/tr>\n<\/table>\n","protected":false},"excerpt":{"rendered":" GeoRisk 2011<\/b><\/p>\n |