GeoRisk 2011 : geotechnical risk assessment and management : Proceedings of GeoRisk 2011, June 26-28, 2011, Atlanta, Georgia
Proceedings of GeoRisk 2011: Geotechnical Risk Assessment and Management, held in Atlanta, Georgia, June 26-28, 2011. Sponsored by the Geo-Institute of ASCE. This Geotechnical Special Publication contains 128 peer-reviewed papers that address uncertainties in the geologic environment, covering new a...
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| Corporate Author: | |
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| Other Authors: | , , , |
| Format: | eBook |
| Language: | English |
| Published: |
New York :
American Society of Civil Engineers,
2011.
|
| Series: | Geotechnical special publication ;
no. 224. |
| Subjects: | |
| ISBN: | 9780784476666 0784476667 9781628705928 1628705922 9780784411834 0784411832 |
| Physical Description: | 1 online resource : illustrations |
Cover
Table of contents
| LEADER | 14521cam a2200517 a 4500 | ||
|---|---|---|---|
| 001 | kn-ocn747506121 | ||
| 003 | OCoLC | ||
| 005 | 20240717213016.0 | ||
| 006 | m o d | ||
| 007 | cr cn||||||||| | ||
| 008 | 110822s2011 nyua fob 100 0 eng d | ||
| 040 | |a CUS |b eng |e pn |c CUS |d GZM |d UAB |d N$T |d AFU |d GZM |d E7B |d OCLCQ |d YDXCP |d KNOVL |d UIU |d OCLCQ |d OCLCO |d ZCU |d EBLCP |d OCLCO |d COO |d OCLCO |d OCLCQ |d OCLCO |d MERUC |d OCLCQ |d U3W |d OCLCF |d CEF |d RRP |d ICG |d INT |d OCLCQ |d DKC |d OCLCQ |d RDF |d OCLCO |d OCLCQ |d SFB |d OCLCO |d OCLCQ |d OCLCL | ||
| 020 | |a 9780784476666 |q (electronic bk.) | ||
| 020 | |a 0784476667 |q (electronic bk.) | ||
| 020 | |a 9781628705928 |q (electronic bk.) | ||
| 020 | |a 1628705922 |q (electronic bk.) | ||
| 020 | |z 9780784411834 | ||
| 020 | |z 0784411832 | ||
| 035 | |a (OCoLC)747506121 |z (OCoLC)769186016 |z (OCoLC)922966134 | ||
| 111 | 2 | |a GeoRisk 2011 |d (2011 : |c Atlanta, Georgia) | |
| 245 | 1 | 0 | |a GeoRisk 2011 : |b geotechnical risk assessment and management : Proceedings of GeoRisk 2011, June 26-28, 2011, Atlanta, Georgia / |c editors, C. Hsein Juang [and others]. |
| 246 | 1 | |i Title from ASCE website: |a Georisk 2011 : risk assessment and management | |
| 260 | |a New York : |b American Society of Civil Engineers, |c 2011. | ||
| 300 | |a 1 online resource : |b illustrations | ||
| 336 | |a text |b txt |2 rdacontent | ||
| 337 | |a computer |b c |2 rdamedia | ||
| 338 | |a online resource |b cr |2 rdacarrier | ||
| 490 | 1 | |a Geotechnical special publication ; |v no. 224 | |
| 504 | |a Includes bibliographical references. | ||
| 505 | 0 | |a 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. | |
| 505 | 0 | |a 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. | |
| 506 | |a Plný text je dostupný pouze z IP adres počítačů Univerzity Tomáše Bati ve Zlíně nebo vzdáleným přístupem pro zaměstnance a studenty | ||
| 520 | 3 | |a Proceedings of GeoRisk 2011: Geotechnical Risk Assessment and Management, held in Atlanta, Georgia, June 26-28, 2011. Sponsored by the Geo-Institute of ASCE. This Geotechnical Special Publication contains 128 peer-reviewed papers that address uncertainties in the geologic environment, covering new and continuing work on geohazard mitigation, uncertainty modeling, and risk assessment and management. Topics include: characterization and modeling of variability of soils across scales; earth structures/slopes; earthquake engineering and soil dynamics; engineering geology and site characterization; geotechnical assessment, characterization, and design for risk management; hazards/risks; limit state design in geotechnical engineering; load and resistance factor design (LRFD) for foundation systems; probabilistic/simulation methods; quantitative risk analysis for embankments, dams, and slopes; retaining structures; risk and reliability in geoenvironmental engineering; uncertainty analysis; and uncertainty modeling. | |
| 590 | |a Knovel |b Knovel (All titles) | ||
| 650 | 0 | |a Engineering geology |x Evaluation |v Congresses. | |
| 650 | 0 | |a Soil mechanics |v Congresses. | |
| 650 | 0 | |a Foundations |v Congresses. | |
| 655 | 7 | |a elektronické knihy |7 fd186907 |2 czenas | |
| 655 | 9 | |a electronic books |2 eczenas | |
| 700 | 1 | |a Phoon, Kok-Kwang. | |
| 700 | 1 | |a Puppala, Anand J. | |
| 700 | 1 | |a Green, Russell A. | |
| 700 | 1 | |a Fenton, Gordon A. | |
| 776 | 0 | 8 | |i Print version: |a GeoRisk 2011 (2011 : Atlanta, Georgia). |t GeoRisk 2011. |d New York : American Society of Civil Engineers, 2011 |z 9780784411834 |w (OCoLC)745979834 |
| 830 | 0 | |a Geotechnical special publication ; |v no. 224. | |
| 856 | 4 | 0 | |u https://proxy.k.utb.cz/login?url=https://app.knovel.com/hotlink/toc/id:kpGGRAM005/georisk-2011-geotechnical?kpromoter=marc |y Full text |
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