CIVIL ENGINEERING DATABASE
AMERICAN SOCIETY OF CIVIL ENGINEERS
ASCE LIBRARY
All Proceeding Papers /Chapters
Emerging Art: Earthquake Ground Motion
No Longer So Clueless in Seattle: Current Assessment of Earthquake Hazards
Ground Motions in Washington State from Subduction Zone Earthquakes
Earthquake Ground Shaking Hazards in the Portland and Seattle Metropolitan Areas
Ground Motions Estimates for a Cascadia Earthquake from Liquefaction Evidence
Recent Trends and Future Prospects in Seismic Hazard Analysis
Quick Reference Liquefaction Opportunity Maps for a Metropolitan Area
Seismic Microzonation Mapping in Greater Victoria, British Columbia, Canada
Seismic Risk Management in a Pacific Northwest Utility
Earthquake Ground Motion Hazards on Southern Alaska Margin, Kodiak Island and Kenai Peninsula
The Hazard in Using Probabilistic Seismic Hazard Analysis for Critical Structures
Surface-Seismic Imaging for NEHRP Soil Profile Classifications and Earthquake Hazards in Urban Areas
Shear Modulus and Damping of Unsaturated Loess
Measurement of G<sub>m</sub><sub>a</sub><sub>x</sub> Under Anisotropic Loading Condition Using Bender Elements
The Downhole Freestanding Shear Device Concept
In Situ Low Strain Shear Modulus Profiles for Three Soil Deposits
Reliability Prediction Models for SASW Dispersion
Sand Structure Differences Resulting from Specimen Preparation Procedures
Post-Cyclic Response of Holocene Bay Mud from San Francisco
Modeling of Cohesive Soil Subject to Cyclic Loading Using Disturbed State Concept
Post-Triggering Response of Liquefied Sand in the Free Field and Near Foundations
Problems Associated with Liquefaction and Lateral Spreading During Earthquakes
Shear Strength of Liquefied Soil
CPT Based Liquefaction Resistance of Sandy Soils
Liquefaction of Silts and Silt-Clay Mixtures
Intergranular Void Ratio - Steady State Strength Relations for Silty Sands
Formulation of Undrained Behavior of Saturated Sands from Drained Rebounded Response
Horizontal Residual Post-Liquefaction Deformation of Level Ground
Elastoplastic Deformation Characteristics of Toyoura Sand During Liquefaction
Spatial Evaluation of Earthquake Induced Deformations
Statistical Analysis and Application of the Magnitude Scaling Factor in Liquefaction Analysis
Behaviour of Light Structures Founded on Soil `Crust' over Liquefied Ground
Liquefaction-Induced Ground Displacements for Seismic Evaluation of Lifelines
Seismic Deformation of Reinforced Soil Centrifuge Models
Centrifuge Studies of the Seismic Response of Reinforced Soil Slopes
Validation of Site Characterization Method for the Study of Dynamic Pore Pressure Response
Simulation of Soil-Structure Interaction Effects in Shaking Table Tests
Cyclic Lateral Loading of Model Pile Groups in Clay Soils
Implications of V<sub>s</sub>-BPT (N<sub>1</sub>)<sub>6</sub><sub>0</sub> Correlations for Liquefaction Assessment in Gravels
Hidden Hazard: Liquefaction Assessment for a Buried Glacial Stream Valley
Assessment of Liquefaction Potential of Western Puerto Rico
CPT-Based Liquefaction Potential Assessment: A Neuronet Approach
Energy Loss in Long Rod Penetration Testing: Terminus Dam Liquefaction Investigation
Spatial Variability of Soil Properties: Two Case Studies
Design Considerations in Ground Improvement for Seismic Risk Mitigation
Ground Improvement Case Histories for Liquefaction Mitigation of Port and Near-Shore Structures
Vibro-Replacement for Liquefaction Mitigation for a Hospital Site
Investigation of Predictive Methodologies for Explosive Compaction
Field Applications of Explosive Compaction in Silty Soils and Numerical Analysis
Compaction Grouting to Reduce Seismic Risk and Collapse Potential for Freeway Storm Drain System
Drainage Capacity of Stone Columns or Gravel Drains for Mitigating Liquefaction
Repair of Liquefaction Induced Lateral Spreading and Settlement Using Compaction Grouting
Two-Dimensional Shear Wave Structure and Ground Motion Characteristics in Kobe Based on Microtremor Measurements
Amplification of Strong Ground Motion and Damage Patterns During the 1994 Northridge, California, Earthquake
Influence of Site Geometry on Dynamic Liquefaction Displacements
Site Response Analyses of Vertical Excitation
Surface Motion Above an Arbitrarily Shaped Tunnel Due to Elastic SH Waves
An Effective Stress Model for Pedicting Liquefaction Behaviour of Sand
Newmark Analysis of a Shaking Table Slope Stability Experiment
Seismic Discontinuous Deformation Analysis
Estimating Seismic Displacements of Marginally Stable Landslides Using Newmark Approach
Seismic Safety of Embankment Dams: Developments in Research and Practice 1988-1998
Seismic Deformation Analysis of the Upper San Fernando Dam Under the 1971 San Fernando Earthquake
Nonlinear Seismic Effective Stress: Dam-Foundation Interaction
Remediation of Embankment Liquefiable Foundation by Densification
Dynamic Behavior of Unsaturated Soil Embankments
Liquefaction Assessment Using a Bounding Surface Hypoplasticity Model for Sand
Sensitivity of Earth Dam Seismic Response to Ground Motion Coherency
Stability Analysis of the Fill Embankment Damaged by Recent Two Major Earthquakes in Hokkaido, Japan
Key Parameters Governing Earthquake-Induced Granular Slope Failure
Seismic Stability of Coal-Waste Tailing Dams
Seismic Response of the Pantabangan Dam Complex in the 1990 Philippine Earthquake
Laboratory Assessment of Residual Strength of Gravelly Fill of an Earth Dam
Modeling Geosynthetic Liners in Dynamic Response Analysis of Landfills
A Study of Slip Displacements Caused by Dynamic Loading at Geosynthetic Interfaces
Surface Wave Tests in Landfills and Embankments
Seismic Analysis and Performance of Retaining Structures
Shaking Table Tests on Seismic Behavior of Quay Walls Subjected to Backfill Liquefaction
Earth Pressures on Rigid Walls During Earthquakes
Seismically-Induced Deformations of Caisson Retaining Walls in Improved Soils
Effect of Flexural Stiffness on Static and Dynamic Behavior of Cantilever Retaining Walls
Estimation of Seismically Induced Lateral Deformations for Anchored Sheetpile Bulkheads
Seismic Design of a Landslide Stabilization Wall in Seattle Clays
Seismic Soil-Structure Interaction: New Evidence and Emerging Issues
Effects of Lateral Ground Movements on Failure Patterns of Piles in the 1995 Hyogoken-Nambu Earthquake
Analyses of Damaged and Undamaged Pile Foundations in Liquefied Soils During the 1995 Kobe Earthquake
Verification of Dynamic Soil-Pile Interaction
Numerical Modeling and Simulation of Coupled Seismic Soil-Pile-Structure Interaction
Nonlinear Dynamic Analysis of Large Diameter Pile Foundations for the Bay Bridge
Geotechnical-Earthquake Engineering Design of Charles River Bridges in Boston
Dynamic Soil Structure Interaction for Bridge Abutments on Piles
Empirical Verification of Soil-Structure Interaction Provisions in Building Codes
Soil-Structure Interaction in Cross-Anisotropic Site Conditions
Impedances of Underwater Rigid Square Foundations
Experimental Inversion for Lateral-Rocking Impedance Matrix
Nonlinear Stiffnesses of Abutments on Spread Footings for Seismic Design and Retrofit
Lateral Statnamic Load Testing and Analysis of a Pile Group
Design of Pile Foundations in Liquefied Soils
Lateral Spread Earth Pressures on Drilled Shafts
Undrained Laterally Loaded Pile Responses in Sand
Performance-Based Seismic Evaluation of Bridge Foundations
Seismic Soil-Structure Interaction Analysis for Immersed Tube Tunnels Retrofit
An Overview of Geotechnical and Lifeline Earthquake Engineering
Seismic Analysis of Buried Flexible Pipes
Seismic Ground Motion Studies for Assessing Failure Probability of an Earth Dam
Calculation of the Seismic Risk of an Earth Dam Susceptible to Liquefaction
Characteristic Percentile of Soil Strength for Dynamic Analyses
System Identification Analyses of Shake Table Test and Field Data
Computer Ground Waves Due to Piling
Prediction of Settlements of Structures Due to Pile Driving
Source and Attenuation Characteristics of Various Ground Vibrations
Blasting Near Segmented Pipelines: Damage Potential Assessment
Blasting In and Adjacent to Concrete at Buffalo Bill Dam
Blasting a Breach in an Old Concrete Dam to Channel Water into a New Powerplant
Blasting Within and Adjacent to Structures Without Damage: A Case Study
Close-In Blast Design at the Tri-Met Light Rail Tunnels