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The Resource GeoRisk 2011 : geotechnical risk assessment and management : Proceedings of GeoRisk 2011, June 26-28, 2011, Atlanta, Georgia, editors, C. Hsein Juang [and others]

GeoRisk 2011 : geotechnical risk assessment and management : Proceedings of GeoRisk 2011, June 26-28, 2011, Atlanta, Georgia, editors, C. Hsein Juang [and others]

Label
GeoRisk 2011 : geotechnical risk assessment and management : Proceedings of GeoRisk 2011, June 26-28, 2011, Atlanta, Georgia
Title
GeoRisk 2011
Title remainder
geotechnical risk assessment and management : Proceedings of GeoRisk 2011, June 26-28, 2011, Atlanta, Georgia
Statement of responsibility
editors, C. Hsein Juang [and others]
Title variation
Georisk 2011 : risk assessment and management
Creator
Contributor
Subject
Genre
Language
eng
Member of
Cataloging source
CUS
Illustrations
illustrations
Index
no index present
Literary form
non fiction
Nature of contents
  • dictionaries
  • bibliography
Series statement
Geotechnical special publication
Series volume
no. 224
Target audience
specialized
GeoRisk 2011 : geotechnical risk assessment and management : Proceedings of GeoRisk 2011, June 26-28, 2011, Atlanta, Georgia, editors, C. Hsein Juang [and others]
Label
GeoRisk 2011 : geotechnical risk assessment and management : Proceedings of GeoRisk 2011, June 26-28, 2011, Atlanta, Georgia, editors, C. Hsein Juang [and others]
Link
http://libproxy.rpi.edu/login?url=http://app.knovel.com/hotlink/toc/id:kpGGRAM005/georisk-2011-geotechnical
Publication
Related Contributor
Related Location
Related Agents
Related Authorities
Related Subjects
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Antecedent source
unknown
Bibliography note
Includes bibliographical references
Carrier category
online resource
Carrier category code
cr
Carrier MARC source
rdacarrier
Color
multicolored
Content category
text
Content type code
txt
Content type MARC source
rdacontent
Contents
  • Risk of Limit-Equilibrium Failure of Long Earth Slopes : How It Depends on Length -- Development of a Risk-Based Landslide Warning System -- Unresolved Problems in Geotechnical Risk and Reliability -- Learning to Live with Geohazards : From Research to Practice -- Geo-Risks in the Business Environment -- The Practical Application of Risk Assessment to Dam Safety -- Random Field Model Parameters for Columbia River Silt -- Reliability-Based Design for Allowable Bearing Capacity by Considering Differential Settlement on Highly Fractured Rock Masses -- Assessment of Levee Site Variability as a Function of the Number of Explorations -- Influence of Geotechnical Dataset on the Range of Influence of Undrained Shear Strength -- Reliability Based Approach to Quantify Montmorillonite Mineral in Expansive Clays -- Subset Simulation and Its Application to a Spatially Random Soil -- Probabilistic Analysis of Basal Heave in Deep Excavation -- Influence of the Scale of Fluctuation of the Friction Angle on the Face Stability of a Pressurized Tunnel in Sands -- Probabilistic Finite Element Analysis of a Raft Foundation Supported by Drilled Shafts in Karst -- Probabilistic Slope Stability Analysis as a Supplement to a Deterministic Study -- Liquefaction Probability by Probabilistic Version of Robertson and Wride Model -- Design Criteria for the Differential Settlement of Landfill Foundations Modeled Using Random Fields -- Bayesian Updating of Load Settlement Curves for Footings on Cohesionless Soil -- Stochastic vs. Deterministic Analysis of Consolidation Problem in Natural Alluvial Deposits -- Bearing Capacity of Strip Footings on Spatially Random Soils Using Sparse Polynomial Chaos Expansion -- Spatial Variability of Aperture in a Rough-Walled Crack in Surface Soil -- Parameter Estimation and Uncertainty Analysis Incorporating Engineering Judgement by Bayesian Inversion -- Site Response Effects on Partially Ergodic PSHA -- A Case Study of Alternative Site Response Explanatory Variables in Parkfield, California -- Estimating Repair Cost and Downtime Due to Earthquake-Induced Damage at Container Ports -- Effect of Fabric Anisotropy on Seismic Response of Strip Foundations -- Seismic Response of Reinforced Soil Retaining Walls : Is PGA-Based Design Adequate? -- Performance Based Assessment of Dynamic Soil-Structure Interaction Effects on Seismic Response of Building Frames -- Effects of Slenderness Ratio on Seismic Behavior of Vertical Micropiles -- Multichannel Analysis of Surface Waves (MASW) at the National Geotechnical Engineering Site at Texas A & M University (NGES/TAMU) -- Probabilistic Compressible Soil Thickness from Field Settlement Data -- A Novel Application of Risk Analysis Methods to Evaluate the Future Viability of Two Large Concrete Stormwater Detention Tanks -- Risk Management for Large-Scale Foundation Design and Construction in Challenging Karst Geology -- Effect of Spatial Variability and Model Uncertainty on the Design of Sockets in Weak Carbonate Rocks -- CPT-Based Probabilistic Characterization of Effective Friction Angle of Sand -- Prediction of Embankment Settlement from PCPT Measurements : A Case Study at Courtableau Bridge -- Geochemical and Geotechnical Features of Terra Rossa in Karst Areas of Southern Appalachians -- Characterizing Spatial Variability of Cone Penetration Testing through Geostatistical Evaluation -- Case Study A Landslide on Coastal Slope in Bellingham Bay -- Developing Resistance Factors for Design of Piles in Sand -- Probabilistic Slope Stability Analysis of a 300 m High Embankment Dam -- Identification of Hazardous Loose Landslide Deposits and Scars Formed during the 2008 Wenchuan Earthquake -- Bounding the Probability of Failure for Levee Systems -- Breaching of Changkai Levee in June 2010 in Jiangxi Province, China -- Distinct Element Modelling for High Rock Slopes in Static and Dynamic Conditions : A Case Study -- Reliability Analysis of Stone Columns for Ground Improvement -- Application of SCPTU for Assessing Liquefaction Potential of the 1976 Tangshan Earthquake, China -- Characterizing the Liquefaction Potential of the Pleistocene-Age Wando Formation in the Charleston Area, South Carolina -- Influence of rd on Liquefaction Triggering Evaluation at Two Case History Sites -- Evaluating Bias of Liquefaction-Induced Settlement Methods for Performance-Based Design -- Estimating CSRs for Evaluating Liquefaction That Are Consistent with Building Code Design Spectra -- Potential Differences between Time Series and Random Vibration Theory Site Response -- Understanding Uncertainty : Assessment and Management of Geotechnical Risk in Tunnel Construction -- Communicating and Managing Risk in Geotechnical Engineering Practice -- Reliability Analysis of Deep Excavation Based on a Semi-Empirical Approach -- Jet-Grouting in Cohesive Soils for Ground Improvement in Hawaii -- Risk Assessment of Success Dam, California : Evaluation of Operating Restrictions as an Interim Measure to Mitigate Earthquake Risk -- Some Observations on Reliability-Based Design of Rock Footings -- A Practical LRFD Design Method for Deep Foundations Using Side Friction and End Bearing -- Reliability-Based Design of Shallow Foundations in Cohesionless Soils under Compression Loading : Serviceability Limit State -- Quantile Framework for Simplified Geotechnical Reliability-Based Design -- Reliability Assessment of Eurocode 7 Spread Foundations Design Methodology -- Deterministic and Probabilistic Seismic Analyses of a Slope-Footing System -- A Comparative Study of Drilled Shaft Design Using LRFD and Expanded RBD -- Limit States Design of Pile Foundations in Clay under Combined Action of Transient Uplift Loads and Frost Jacking -- Safety Margin in Design of Pile-Supported Structural Slabs for Frost Action -- Statistical Characterization and Stochastic Simulation of Load-Displacement Behavior of Shallow Footings -- Reliability Based Design of Base Heave Stability in Wide Excavations -- Probabilistic Analysis of Shallow Foundations on Rocks Obeying Hoek-Brown Failure Criterion
  • Influence of Aging on the Mechanical Behavior of Municipal Solid Waste -- Effect of 1D Infiltration Assumption on Stability of Spatially Variable Slope -- 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 -- Effect of Leachate Recirculation and Extent of Degradation on the Stability of Bioreactor Landfill Slopes -- Sustainable Flood Risk Management : Lesson from Recent Cases -- Life Cycle Approaches for Brownfields Redevelopment -- Strain Localization Effect on System Reliability Based Design of Bridge Abutments under Earthquake Loading -- Serviceability Considerations in the Design of Sheet Pile Walls for Risk Management -- Reliability Based Performance Evaluation of Earth Retaining Structures -- Wall and Ground Responses in a Braced Excavation Considering Spatial Variability -- Evaluation of LRFD Resistance Factors and Risk for Mechanically Stabilized Earth Walls -- (Sub)Global Rock Slope Stability : Using Rock Mass Indices to Characterize and Manage Rockfall Risk -- Evaluation of the Susceptibility of Landslides and Debris Flows on Costa Rica's National Road Network: Analysis of a Segment of National Route 32 -- Spatial Prediction of Groundwater Depth to Trigger Liquefaction in St. Louis -- Study on Risk Assessment for an Individual Landslide -- Geohazard Interpretation of the Cagliari Slope (Southern Sardinia, Italy) -- Delineation of Slope Profiles from Digital Elevation Models for Landslide Hazard Analysis -- Establishing Confidence in Surface Wave Determined Soil Profiles -- Surface Wave Benchmarking Exercise : Methodologies, Results, and Uncertainties -- Analysis of Surface Wave Benchmarking Data -- An Assessment of Surface Wave Techniques at the Texas A & M National Geotechnical Experimentation Site -- Analysis and Interpretation of the Texas A & M University Benchmark Data Using the Refraction Microtremor Technique -- Determination of the Dynamic Soil Characteristics at the NGES -- Analysis of SASW, MASW, and Passive Surface Wave Data Collected at the National Geotechnical Experimentation Site at Texas A & M University -- Active Risk Management in Geotechnical Engineering -- Risk Assessment of Success Dam, California : Flood Related Potential Failure Modes -- Geotechnical Risk in the Peruvian Andes -- Quantified Risk Assessment of Shield Tunneling Effects on Urban Cement Concrete Pavement -- Risk Assessment of Success Dam, California : Earthquake Induced Potential Failure Modes -- A Parametric Study on Factors Affecting Ground Vibrations during Pile Driving through Finite Element Simulations -- Tunnel Face Support Pressure and Associated Risk -- Risk Analysis of Pile Pressing-In on an Adjacent Earth-Retaining Wall -- Numerical Study on the Dynamic Behavior of Retaining Walls Backfilled with Shredded Tires -- Probabilistic Analysis of the Deflection of Retaining Walls in Deep Excavation -- Risk Management with Performance-Based Geoengineering Monitoring: APM Tunnel Extension at Hartsfield-Jackson International Airport -- Probability-Based Risk Assessment of Landslide/Slope Failure -- Road Slopes Risk Assessment of the Northern Part of Gifu Prefecture, Japan -- Managing Settlement Risk Due to Tunneling beneath Downtown Seattle -- Assessing the Probability of Occurrence of Earthquake-Induced Landslides Offshore the U.S. East Coast : A First-Order, Second Moment Approach -- An Innovative Landslide Risk Assessment System : Application to Highway Embankments -- Seismic Risk Assessment and Application in the Central United States -- Implicit Expression Solution of Slope Reliability on Kinematical Element Method and Response Surface Method -- Field Performance of a New Approach Slab System -- External Stability of Geotubes Subjected to Wave Loading -- Probabilistic Assessment of Commercial Design Guides for Steep Reinforced Slopes : Implications for Design -- Using Computer Simulations to Take a Closer Look at Load and Resistance Factors for Designing Geosynthetic-Reinforced Walls -- Impact of Non-Analytical Factors in Geotechnical Risk Assessment of Levees -- Rockfall and Mitigation Evaluation with 3-D Discrete Element Modeling -- GeoRisk in the Design-Build Procurement Process -- Owner Involvement Choosing Risk Factors for Shallow Foundations -- Model Test Study of Soil Variation Impact on Shield Tunnel Segment Structure -- Mitigating Risk and Managing Foundation Cost and Schedule on "Mega" Transmission Line Projects : Beginning with the End in Mind -- Comparison Study on Computer Simulations for Bridge Scour Estimation -- Updating Uncertainties in Friction Angles of Clean Sands -- Constructing Joint Distributions of Multivariate Geotechnical Data -- Extension of CSRSM for the Parametric Study of the Face Stability of Pressurized Tunnels -- Beam on Spatially Random Elastic Foundation -- Teaching Reliability at the Undergraduate Level
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http://library.link/vocab/discovery_link
{'f': 'http://opac.lib.rpi.edu/record=b3647227'}
Extent
1 online resource
File format
unknown
Form of item
online
Isbn
9780784476666
Level of compression
unknown
Media category
computer
Media MARC source
rdamedia
Media type code
c
Other physical details
illustrations.
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not applicable
Reformatting quality
unknown
Sound
unknown sound
Specific material designation
remote

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