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ASCE 9780784409756 2008

ASCE 9780784409756 2008

$86.67

Geotechnical Earthquake Engineering and Soil Dynamics IV

Published By Publication Date Number of Pages
ASCE 2008 2345
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GSP 181 contains 234 papers covering topics in soil dynamics and geotechnical earthquake engineering that were presented at Geotechnical Earthquake Engineering and Soil Dynamics IV, held in Sacramento, California, May 18-22, 2008.

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PDF Pages PDF Title
1 Cover
10 Contents
24 Ground Motions
Keynote—Nonlinear Seismic Ground Response Analysis: Code Usage Protocols and Verification against Vertical Array Data
48 Assessment of Ground Motion Selection and Modification (GMSM) Methods for Non-Linear Dynamic Analyses of Structures
58 Identification of Near-Fault Velocity Pulses and Prediction of Resulting Response Spectra
68 Preliminary Estimation of Seismically Induced Ground Strains from Spatially Variable Ground Motions
78 Probabilistic Use of Arias Intensity in Geotechnical Earthquake Engineering
88 Seismic Design Criteria Ground Motions
98 Seismic Hazard Analysis and Probabilistic Ground Motions in the Upper Mississippi Embayment
108 Site Response
A Simplified Constitutive Model to Simultaneously Match Modulus Reduction and Damping Soil Curves for Nonlinear Site Response Analysis
118 Basin Effects in the Upper Mississippi Embayment
128 Comparing Weak- and Strong-Motion Spectral Ratios at the Turkey Flat Site Effects Test Area, Parkfield, California: Possible Nonlinear Soil Behavior
138 Consequences of Solution Non-Uniqueness in Surface Wave Tests for Seismic Response Studies
148 Developing Site-Specific Design Response Spectra for a Type F Site Due to Liquefaction
158 Dynamic Response of Unsaturated Non-Collapsible and Collapsible Deposits
168 Evaluation of Site Response for Deepwater Field
178 Hysteretic Damping Correction and Its Effect on Non-Linear Site Response Analyses
188 Influence of Rate Dependent Soil Behavior on Propagated Ground Motion
198 Modeling Nonlinear Site Response Uncertainty in the Los Angeles Basin
208 Nonlinear Shear Wave Propagation in Strain Stiffening and Strain Softening Soil
218 Parametric Analysis of the Seismic Response of Irregular Topographic Features
228 Seismic Response of the San Francisco International Airport Airfield during the 1989 Loma Prieta Earthquake
238 Site Response Analysis for Tito Scalo Area (PZ) in the Basilicata Region, Italy
250 Site Response to Vertical Earthquake Motion
258 Spatial Analysis of Damage Distribution in the 2001 Southern Peru Earthquake
268 Strain-Dependent Soil Properties Estimated from Downhole Array Recordings at Kashiwazaki-Kariwa Nuclear Power Plant during the 2007 Niigata-Ken Chuetsu-Oki Earthquake
278 The Turkey Flat Blind Prediction Experiment for the September 28, 2004 Parkfield Earthquake: Comparison with Other Turkey Flat Recordings
288 The Turkey Flat Blind Prediction Experiment for the September 28, 2004 Parkfield Earthquake: General Overview and Models Tested
298 Two Dimensional Evaluation of Site Effect in Rectangular Valleys
310 Mapping and Faulting
Theme Paper—Probabilistic Liquefaction Hazard Mapping
342 A Deformation-Based Approach for Mapping Earthquake-Induced Liquefaction Hazard
352 A New Site Classification System Based on Strong Motion Analysis in Iran
364 An Evaluation of Site Classification for National Strong-Motion Recording Stations in Turkey
374 Earthquake Loss Estimation Tool for Urban Areas
386 Geological and Microtremor Survey, Damage Distribution, and Reconstruction of Muzaffarabad and Surroundings after the 2005 Kashmir Earthquake
396 Incorporating the Effects of Site Geology in CEUS Hazard Maps
406 Seismic Microzonation of Shiraz City, Southwest of Iran
416 The Effect of Shallow Foundation Position on Their Interaction with Reverse Faults
426 Dynamic Properties of Soils
Cyclic Shear Tests of Municipal Waste in Large Triaxial Device for Identification of Its Dynamic Properties
436 Density Effects on the Aging Behavior of Sands and the Anisotropy of Aging-Induced Stiffness Increases
446 Development of a P-Wave Measurement System for Laboratory Specimens
456 Development of Buried Sensors for Stiffness Measurements of Soft Clays Using Bender Elements
466 Development of Methods to Predict the Dynamic Behavior of Fine Coal Refuse: Preliminary Results from Two Sites in Appalachia
476 Dynamic Performance of Toyoura Sand Reinforced with Randomly Distributed Carpet Waste Strips
490 Dynamic Properties of Coal Waste Refuse in a Tailings Dam
504 Dynamic Properties of Saturated Compacted Soils
514 Dynamic Response of Unsaturated Soils Using Resonant Column and Bender Element Testing Techniques
522 Effective Soil Density for Small Strain Shear Wave Propagation
532 Effects of Cyclic Rotation of Principal Stress Axes and Intermediate Principal Stress Parameter on the Deformation Behavior of Sands
542 Evaluation of Dynamic Properties of a Calcite Cemented Gravely Sand
552 Pore Fluid Induced Damping of Saturated Soil in Resonant Column Tests
562 Sand Aging Field Study
574 Stress Integration Approach for Soil Damping Measurements in Torsional Testing
584 Water, Inertial Damping, and the Complex Shear Modulus
594 Dynamic Properties of Naturally-Cemented Silts
602 Geophysical Measurement Techniques
A Comparison of Shear Wave Velocity Profiles from SASW, MASW, and ReMi Techniques
612 Deep Shear Wave Velocity Profiling of Poorly Characterized Soils Using the NEES Low-Frequency Vibrator
622 Development and Applications of In-Hole Seismic Method to Measure Shear Wave Velocity of Subsurface Materials
632 Use of Shear Wave Velocity to Estimate Settlement Potential in Mine Spoils
642 Inversion Algorithm to Evaluate Velocity Profiles from Downhole Seismic Tests
652 Liquefaction
General
Characterizing the Liquefaction Resistance of Aged Soils
662 Comparison of Recently Developed Liquefaction Analysis Methods at Two Fluvial Sand Sites
672 Cyclic Response of a Sand with Thixotropic Pore Fluid
682 Effect of High Confining Stresses on Static and Cyclic Strengths of Mine Tailing Materials
692 Effects of Mica Content on Cyclic Resistance of Poorly-Graded Sand
700 Effects of Stress Reduction Factors on Liquefaction Analysis
710 Influence of Aging on Liquefaction Potential: Preliminary Results
720 Investigating the Critical State Using Laboratory Ring Shear Tests
730 Liquefaction Resistance Recovered From “On-the-Fly” CPTu-Measured Pore Pressures
740 Numerical and Physical Modeling of Liquefaction Mechanisms in Layered Sands
752 Observations on Sand Boils from Simple Model Tests
762 Pore Structure Variation of Porous Media under Vibrations
768 The Effect of the Hammer Energy Efficiency Ratio on SPT-Based Liquefaction Evaluation
778 The Rigidity Recovery of Post Liquefied Soils
788 The Seismic Dilatometer Marchetti Test (SDMT) for Evaluating Liquefaction Potential under Cyclic Loading
804 Using Decision-Tree Learning to Assess Liquefaction Potential from CPT and V[sub(s)]
814 Effects on Structures and Foundations
An Experimental Study of the Effect of Seepage Force on Liquefaction of Soil in Embankments
828 Assessment of Structure-Induced Liquefaction Triggering
838 Centrifuge Experimentation of Building Performance on Liquefied Ground
848 Components of Dynamic Subgrade Reaction on Pile in Saturated Sand
858 Effect of Soil Liquefaction on Flexural Behavior of Axially and Laterally Loaded Piles
868 FD Solutions for Static and Dynamic Winkler Models with Lateral Spread Induced Earth Pressures on Piles
878 Mechanism of Pile Group Settlement in Liquefiable Soils
888 Performance-Based Seismic Response of Pile Foundations
900 Plastic Hinge Formation in Pile Foundations Due to Liquefaction-Induced Loads
910 The Role of Soil Compressibility in Centrifuge Model Tests of Piles Foundation Undergoing Lateral Spreading of Liquefied Soil
920 Liquefaction of Silty Soils
Cyclic Failure of Fine-Grained Soils during the 1999 Kocaeli Earthquake
930 Cyclic Shear Response of Undisturbed and Reconstituted Low-Plastic Fraser River Silt
940 Effect of Fines on Sand Residual Strength after Liquefaction
952 Effect of Sand Gradation and Fines Type on Liquefaction Behaviour of Sand-Fines Mixture
964 Effects of Fines on Undrained Behaviour of Sands
976 Effects of Permeability on Liquefaction Resistance and Cone Resistance
988 Liquefaction Behavior of Mississippi River Silts
998 Liquefaction Resistance of Sands Containing Varying Amounts of Fines
1008 Post-Liquefaction Shear Behavior of Bonneville Silty-Sand
1018 Probabilistic Assessment of Cyclic Soil Straining in Fine-Grained Soils
1028 Shaking Table Test on a Large Specimen of Mailiao Silty Sand
1038 Ground Improvement
Keynote—Recent Developments in Ground Improvement for Mitigation of Seismic Risk to Existing Embankment Dams
1058 Application of Deep Dynamic Compaction to U.S. Route 44 Relocation Project
1068 Centrifuge Testing of Prefabricated Vertical Drains for Liquefaction Remediation
1078 Colloidal Silica Gel and Sand Mixture Dynamic Properties
1088 Compaction Grouting to Mitigate Liquefaction for a New Medical Retail Building
1098 Cone Penetration Resistance Variation with Time after Blast Liquefaction Testing
1108 Cone Penetration Testing before, during, and after Blast-Induced Liquefaction
1118 Dynamic Response of an Embankment during Stone-Column Piling
1128 Evaluation of a Geogrid-Reinforced Soil Mat to Mitigate Post-Liquefaction Settlements A Case Study
1138 First Applications of the SAVE Compozer Method (Non-Vibratory Stone Columns) for Soil Densification in the U.S.
1148 Imaging a Grouted Column in a Centrifuge Model Using Shear Wave Velocity Tomography
1158 Increase in Cyclic Liquefaction Resistance of Sandy Soil Due to Installation of Drilled Displacement Piles
1168 Liquefaction Potential Mitigation Using Rapid Impact Compaction
1178 Monitoring for Successful Site Improvement
1188 Numerical Modeling of the Seismic Response of Columnar Reinforced Ground
1200 Relations between Penetration Resistance and Cyclic Strength to Liquefaction as Affected by K[sub(C)]-Conditions
1212 Seismic Response Evaluation of an Onshore Building Site Improved by Deep Mixed Foundation System
1222 Shear Stress Redistribution as a Mechanism to Mitigate the Risk of Liquefaction
1232 Study on Uplift Behaviour of Plate Anchor in Geogrid Reinforced Sand Bed
1242 Uplift Testing of Rammed Aggregate Pier Systems
1256 Numerical Modeling
DEM Simulation of the Seismic Response of Shallow Foundation on Liquefiable Soil
1266 Efficient Numerical Modeling of Liquefaction-Induced Deformations of Soil Structures
1276 Numerical Simulation of Seismic Ground Motion Isolation Using Fully Coupled Nonlinear Response in Saturated Sands
1284 Transient Boundary Integral Equation of Dynamic Unsaturated Poroelastic Media
1296 Soil-Structure Interaction (SSI)
General
Determination of Soil-Structure Interaction Effects for a Model Test Structure Using Parametric System Identification Procedures
1306 Dimensional Analysis of Soil-Foundation-Structure System Subjected to Near Fault Ground Motions
1316 Dimensional Response Analysis of Inelastic Structures
1326 Dynamic Effects of Impact Machine Foundations
1344 Physical and Numerical Modeling of Dynamic Soil-Structure Interaction
1356 Response Sensitivity Analysis of Soil-Structure Interaction (SSI) Systems
1368 Seasonally Frozen Soil Effects on the Nonlinear Behavior of a Parking Garage
1378 Sliding Blocks under Near-Fault Pulses: Closed-Form Solutions
1388 SSI and Shallow Foundations
Advanced 3-D Seismic Soil-Structure Interaction Analysis of a Cellular-Raft Foundation in Soft Clay
1398 Dynamic Soil-Structure Interaction for SDOF Structures on Footings and Piles
1408 Effect of Critical Contact Area Ratio on Moment Capacity of Rocking Shallow Footings
1420 Material Model Parameters for Shallow Foundation Numerical Analysis
1430 Numerical Simulation of a Soil Model-Model Container-Centrifuge Shaking Table System
1440 Numerical Simulation of Displacement Functions of Strip Footings
1451 Wave Propagation under Vertically Excited Surface Foundation
1461 SSI and Pile Foundations
Analysis of Statnamic Behavior of Full-Scale Pile Group in Soft Clays and Silts
1471 Cyclic P-Y Curves for a Pile in Cohesive Soil
1481 E-Defense Facility: A Frontier in Geotechnical Physical Modeling
1491 Nonlinear Behavior of Single Piles Vibrating Vertically
1501 Non-Linear Dynamic Response of Deepwater Suction Pile Foundation
1511 Piles under Earthquake Loads
1525 Response of Clay-Pile System under Earthquake Loading
1535 Static and Dynamic Lateral Load Tests on a Pile Cap with Partial Gravel Backfill
1545 Undrained Tip Response of Drilled Shaft in Cohesionless Soils
1551 SSI and Retaining Structures
Analysis of the Seismic Behaviour of Propped Retaining Structures
1561 Distribution of Seismic Earth Pressures on Gravity Walls by Wave-Based Stress Limit Analysis
1571 Dynamic Centrifuge Study of Seismically Induced Lateral Earth Pressures on Retaining Structures
1583 Excitation and Flexibility Effects on Dynamic Response of Cantilever Retaining Walls
1595 Extended Veletsos-Younan Model for Geofoam Compressible Inclusions behind Rigid, Non-Yielding Earth-Retaining Structures
1605 Lateral Seismic Soil Pressures on Soldier Pile Walls
1615 Permanent Seismic Deformation of MSE Walls with Uneven Reinforcement
1625 Seismic Earth Pressures behind Retaining Walls: Effects of Rigid-Body Motions
1637 Seismic Lateral Earth Pressure Reduction on Earth-Retaining Structures Using Geofoams
1647 Seismic Modeling of a 135-Foot-Tall MSE Wall
1657 The Effect of Amplification on the Seismic Stability of Reinforced Soil Slopes Using Horizontal Slice Method
1667 Bridges
Centrifuge Modeling of Pile Pinning Effects
1679 Closed-Form Force-Displacement Backbone Curves for Bridge Abutment-Backfill Systems
1689 Development of Innovative Foundation Systems to Optimize Seismic Behavior of Bridge Structures
1699 Factors that Affect the Performance of Bridge Foundations Undergoing Liquefaction-Induced Lateral Spreading
1709 Proposed Changes to AASHTO LRFD Bridge Design Specifications for the Seismic Design of Retaining Walls
1719 Seismic Soil-Foundation Investigation of the Brooklyn Bridge
1749 Seismic Response of a Typical Highway Bridge in Liquefiable Soil
1761 Sensitivity Study of an Older-Vintage Bridge Subjected to Lateral Spreading
1771 Soil-Structure Interaction Analysis of Bridge Columns Supported on CISS Piles
1782 Geoscience and Geotechnical Aspects of Recent Earthquakes
1792 Effect of Backfill Soil Type on Stiffness and Ultimate Capacity of Bridge Abutments
1802 Seismic Behavior of 2D Topographic Features Subjected to Vertically Propagating Incident SV at High Frequencies
1814 Dams and Levees
Characterizing the Earthquake Ground Shaking Hazard in the Sacramento-San Joaquin Delta, California
1826 Damage Assessment and Seismic Modeling of Dams in Connection with the 2006 Hawaii Earthquakes
1836 Deformation Analysis for Seismic Retrofit of an Embankment Dam
1846 Dynamic Behavior for Lightweight Spillway with Geosynthetics on Small Earth Dam
1856 Earthquake-Induced Deformations of Partially Saturated Embankments
1866 Effect of Heterogeneous Soil Strength on the Seismic Residual Displacement of Embankments
1876 Geotechnical Investigations and Site Characterization of the Success Dam Seismic Remediation Project
1886 Motion Characteristics of Compacted Earth Dams under Small Earthquake Excitations in Taiwan
1898 Nonlinear Dynamic SSI Analyses of a Concrete Water Reservoir
1912 Seismic Characterization and Its Limited Implication for San Pablo Dam
1922 Seismic Deformation Analyses of the New Coquitlam Dam
1932 Seismic Rehabilitations of Miyun Reservoir
1940 Seismic Vulnerability of the Sacramento-San Joaquin Delta Levees
1950 Using ShakeMap and ShakeCast to Prioritize Post-Earthquake Dam Inspections
1960 Walnut Canyon Dam Seismic Performance Evaluation
1970 Wavelet Signal Processing Technique in Analyzing Earthquake Records of Masjed Soleyman Embankment Dam
1980 Embankments and Slopes
Centrifuge Modeling of Earthquake-Induced Failure Process of Soil Slopes
1990 Constructing Hillside Ozone Facilities in a High Seismic Zone
2002 Displacement-Based Seismic Stability Analyses of Reinforced and Unreinforced Slopes Using Planar Failure Surfaces
2012 Energy-Based Evaluation of Earthquake-Induced Slope Failure and Its Application
2022 Failure Mechanisms of Landfills under Dynamic Loading
2032 Validation of Generic Municipal Solid Waste Material Properties for Seismic Design of Landfills
2042 Pipelines
Assessing Geotechnical Hazards for Water Pipes with Uniform Confidence Level
2052 Characteristics of Uplifting Velocity of a Buried Pipe in Liquefied Ground
2062 Shake-Table Testing and FLAC Modeling of Liquefaction-Induced Slope Failure and Damage to Buried Pipelines
2072 Soil-Pipeline Interaction Behavior under Strike-Slip Faulting
2082 Ports
Theme Paper—Seismic Performance and Design of Port Structures
2098 Comparison of Panama Wharf Performance Using Numerical Analysis and Limit Equilibrium Methods
2108 Full-Scale Lateral Pile Load Test in Rock Fill
2118 Geotechnical Considerations and Soil-Structure Interaction: Proposed ASCE Standards for Seismic Design of Piers and Wharves
2128 Integrating Soil-Structure Interaction Analyses of Pile-Supported Wharfs in Seismic Risk Management of Port Systems
2138 Seismic Retrofit and Improvement of Alpha-Bravo Wharves in Guam
2148 Tunnels and Other Underground Structures
Keynote—Centrifuge Testing of the Seismic Performance of a Submerged Cut-and-Cover Tunnel in Liquefiable Soil
2178 Theme Paper—Earthquake Engineering for Tunnels and Large Underground Structures: A Case History
2212 Cut-and-Cover Structures: Seismic Response and Design
2228 Damage of New Sanyi Railway Tunnel during the 1999 Chi-Chi Earthquake
2238 Seismic Analyses for the Fourth Bore of Caldecott Tunnel
2248 Seismic Analyses of the Bay Tunnel
2260 Seismic Response Analyses for the Silicon Valley Rapid Transit Project
2270 Development and Verification of a Pseudo-Static Solution for Evaluation of Seismic-Induced Deformations of Rectangular Tunnels
2284 Other Topics in Geotechnical Earthquake Engineering and Soil Dynamics
Keynote—Performance-Based Earthquake Engineering: Opportunities and Implications for Geotechnical Engineering Practice
2316 Full-Scale Laboratory Tests Using a Shape-Acceleration Array System
2326 Recent Improvements in MOC for Earthquake Response
2336 Some Characteristics of Ground Vibration as Induced by High-Speed Trains

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ASCE 9780784409756 2008
$86.67