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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

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

Published By	Publication Date	Number of Pages
ASCE	2011	1190


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Standard Title	GeoRisk 2011
Published Code	ASCE
Publication Date	2011
Pages Count	1190

ASCE 9780784411834 2011

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