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Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022)

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Table of Contents

  1. Altmetric Badge
    Book Overview
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    Chapter 1 Performance-Based Seismic Assessment of Slope Systems
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    Chapter 2 Recent Advances in Helical Piles for Dynamic and Seismic Applications
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    Chapter 3 Seismic Response of Offshore Wind Turbine Supported by Monopile and Caisson Foundations in Undrained Clay
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    Chapter 4 Development of the Earthquake Geotechnical Engineering (EGE) in ISSMGE
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    Chapter 5 Transient Loading Effects on Pore Pressure Generation and the Response of Liquefiable Soils
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    Chapter 6 Performance-Based Design for Earthquake-Induced Liquefaction: Application to Offshore Energy Structures
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    Chapter 7 Factors Affecting Liquefaction Resistance and Assessment by Pore Pressure Model
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    Chapter 8 How Important is Site Conditions Detailing and Vulnerability Modeling in Seismic Hazard and Risk Assessment at Urban Scale?
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    Chapter 9 The Influence of Soil-Foundation-Structure Interaction on the Seismic Performance of Masonry Buildings
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    Chapter 10 Coseismic and Post-seismic Slope Instability Along Existing Faults
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    Chapter 11 Static Liquefaction in the Context of Steady State/Critical State and Its Application in the Stability of Tailings Dams
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    Chapter 12 Seismic Behaviour of Retaining Structures: From Fundamentals to Performance-Based Design
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    Chapter 13 Study and Practice on Performance-Based Seismic Design of Loess Engineering in China
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    Chapter 14 Large-Scale Seismic Seafloor Stability Evaluation in the South China Sea Incorporating Soil Degradation Effects
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    Chapter 15 Seismic Inspection of Existing Structures Based on the Amount of Their Deformation Due to Liquefaction
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    Chapter 16 Site Characterization for Site Response Analysis in Performance Based Approach
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    Chapter 17 Seismic Landslide Susceptibility Assessment Based on Seismic Ground Motion and Earthquake Disaster Analysis
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    Chapter 18 SEM-Newmark Sliding Mass Analysis for Regional Coseismic Landslide Hazard Evaluation: A Case Study of the 2016 Kumamoto Earthquake
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    Chapter 19 Understanding Excess Pore Water Dissipation in Soil Liquefaction Mitigation
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    Chapter 20 Buried Pipeline Subjected to Ground Deformation and Seismic Landslide: A State-of-the-Art Review
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    Chapter 21 Performance-Based Assessment and Design of Structures on Liquefiable Soils: From Triggering to Consequence and Mitigation
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    Chapter 22 Calibration and Prediction of Seismic Behaviour of CFRD Dam for Performance Based Design
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    Chapter 23 Uncertainties in Performance Based Design Methodologies for Seismic Microzonation of Ground Motion and Site Effects: State of Development and Applications for Italy
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    Chapter 24 Mechanisms of Earthquake-Induced Landslides: Insights in Field and Laboratory Investigations
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    Chapter 25 Regionalization of Liquefaction Triggering Models
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    Chapter 26 Different Aspects of the Effects of Liquefaction-Induced Lateral Spreading on Piles, Physical Modelling
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    Chapter 27 Hybrid Type Reinforcement of Highway Embankment Against Earthquake Induced Damage
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    Chapter 28 Multiple Liquefaction of Granular Soils: A New Stacked Ring Torsional Shear Apparatus and Discrete Element Modeling
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    Chapter 29 Liquefaction-Induced Underground Flow Failures in Gently-Inclined Fills Looser Than Critical
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    Chapter 30 Prediction of Site Amplification of Shallow Bedrock Sites Using Deep Neural Network Model
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    Chapter 31 Response of Pumice-Rich Soils to Cyclic Loading
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    Chapter 32 In-Situ Liquefaction Testing of a Medium Dense Sand Deposit and Comparison to Case History- and Laboratory-Based Cyclic Stress and Strain Evaluations
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    Chapter 33 Flowslide Due to Liquefaction in Petobo During the 2018 Palu Earthquake
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    Chapter 34 Challenge to Geotechnical Earthquake Engineering Frontier: Consideration of Buildings Overturned by the 2011 Tohoku Earthquake Tsunami
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    Chapter 35 Multipoint Measurement of Microtremor and Seismic Motion of Slope Using Small Accelerometers
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    Chapter 36 Cyclic Failure Characteristics of Silty Sands with the Presence of Initial Shear Stress
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    Chapter 37 Particle Fabric Imaging for Understanding the Monotonic and Cyclic Shear Response of Silts
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    Chapter 38 Technical Framework of Performance-Based Design of Liquefaction Resistance
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    Chapter 39 Deformation Mechanisms of Stone Column-Improved Liquefiable Sloping Ground Under Earthquake Loadings
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    Chapter 40 Liquefaction-Induced Downdrag on Piles: Insights from a Centrifuge and Numerical Modeling Program
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    Chapter 41 A Simplified Method to Evaluate the 2D Amplification of the Seismic Motion in Presence of Trapezoidal Alluvial Valley
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    Chapter 42 Critical Acceleration of Shallow Strip Foundations
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    Chapter 43 Seismic Vulnerability Analysis of UHV Flat Wave Reactor Based on Probabilistic Seismic Demand Model
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    Chapter 44 Seismic Performance of the “Mediterranean Motorway” Piers Founded on Soft Soil
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    Chapter 45 Performance-Based Estimation of Lateral Spread Displacement in the State of California: A Case Study for the Implementation of Performance-Based Design in Geotechnical Practice
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    Chapter 46 On a Novel Seismic Design Approach for Integral Abutment Bridges Based on Nonlinear Static Analysis
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    Chapter 47 Influence of Seismic Displacement Models on Landslide Prediction at the Egkremnoi Coastline During the 2015 Lefkada Earthquake
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    Chapter 48 Assessment of the Seismic Performance of Large Mass Ratio Tuned Mass Dampers in a Soil-Structure System
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    Chapter 49 Required Strength of Geosynthetics in Seismic Reinforced Soil Retaining Wall in Multi-tiered Configuration
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    Chapter 50 Study on Design Method of Vertical Bearing Capacity of Rock-Socketed Piles Based on Reliability
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    Chapter 51 Performance-Based Probabilistic Assessment of Liquefaction Induced Building Settlement in Earthquake Engineering
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    Chapter 52 Seismic Hazard Analysis, Geotechnical, and Structural Evaluations for a Research Reactor Building in the Philippines
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    Chapter 53 Integrating Local Site Response Evaluations in Seismic Hazard Assessments
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    Chapter 54 Performance-Based Design Review of a Reinforced Earth Retaining Wall for a Road Embankment Project in the Philippines
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    Chapter 55 Geotechnical and Seismic Design Considerations for Coastal Protection and Retaining Structures in Reclaimed Lands in Manila Bay
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    Chapter 56 A Framework for Real-Time Seismic Performance Assessment of Pile-Supported Wharf Structures Incorporating a Long Short-Term Memory Neural Network
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    Chapter 57 Evaluation of the Liquefaction Hazard for Sites and Embankments Improved with Dense Granular Columns
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    Chapter 58 History of Liquefaction Hazard Map Development and a New Method for Creating Hazard Maps for Low-Rise Houses
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    Chapter 59 Dynamic Response Analysis of Slope Based on 3D Mesh Model Reconstruction and Electrical Resistivity Topography
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    Chapter 60 In-Situ Characterization of the Near-Surface Small Strain Damping Ratio at the Garner Valley Downhole Array Through Surface Waves Analysis
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    Chapter 61 A Seismic Microzonation Study for Some Areas Around the Mt. Etna Volcano on the East Coast of Sicily, Italy
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    Chapter 62 Influence of Local Soil Conditions on the Damage Distribution in Izmir Bay During the October 30, 2020, Samos Earthquake
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    Chapter 63 Topographic Amplification of Seismic Ground Motion in Hills
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    Chapter 64 Input Ground Motion Selection for Site Response Analysis at the Port of Wellington (New Zealand)
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    Chapter 65 Responses of a Cantilever Retaining Wall Subjected to Asymmetric Near-Fault Ground Motions
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    Chapter 66 Modeling Two-Dimensional Site Effects at the Treasure Island Downhole Array
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    Chapter 67 Variability in Kappa ( $${{\varvec{\kappa}}}_{{\varvec{r}}}$$ κ r ) Estimated with Coda Waves for California
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    Chapter 68 Structural Response to High Frequency Motion Released in Nonlinear Soil
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    Chapter 69 Linear Combination of Ground Motion Models with Optimized Weights Using Quadratic Programming
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    Chapter 70 An Evaluation of $${{\varvec{V}}}_{{{\varvec{SZ}}}}$$ V SZ Estimates from the P-wave Seismogram Method for Sites in California
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    Chapter 71 The Uncertainty of In-situ S and P Wave Velocity Test at Xichang Experimental Field of CSES
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    Chapter 72 Assessment of Spatial Variability of Site Response in Japan
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    Chapter 73 Ground Deformation Evaluation Using Numerical Analyses and Physics-Based Mega-thrust Subduction Zone Motions
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    Chapter 74 V S30 Correlations from Shear Wave Velocity Profiles in the UAE
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    Chapter 75 Insight into the Relationship Between Dynamic Shear Strain and Vibration Velocity of Horizontally Layered Sites
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    Chapter 76 Investigating the In-Situ Properties of Poisson’s Ratio Based on KiK-Net Data
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    Chapter 77 Effectiveness of Distributed Acoustic Sensing for Acquiring Surface Wave Dispersion Data Using Multichannel Analysis of Surface Waves
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    Chapter 78 Relationships Between Ground-Motion Intensity Measures and Earthquake-Induced Permanent Slope Displacement Based on Numerical Analysis
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    Chapter 79 Accuracy of Complex Moduli in Seismic Response Analysis of Ground
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    Chapter 80 Scattering of Incident Plane Waves by Underground Cylindrical Cavity in Unsaturated Poroelastic Medium
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    Chapter 81 Dynamic Soil-Structure Interaction for a SDOF with Rigid Foundation Embedded in a Radially Inhomogeneous Bearing Stratum Under SH Waves
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    Chapter 82 Ground Motion Amplification by a Rectangular Tunnel in a Saturated Poroelastic Half-Space
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    Chapter 83 The Effect of Soil Damping on the Soil-Pile-Structure Interaction Analyses in Liquefiable and Non-liquefiable Soils
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    Chapter 84 Bearing Capacity of Shallow Strip Foundations Adjacent to Slopes
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    Chapter 85 Seismic Response of Anchored Steel Sheet Pile Walls in Dry and Saturated Sand
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    Chapter 86 Response of Suction Bucket Foundation Subjected to Wind and Seismic Loading During Soil Liquefaction
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    Chapter 87 A Class of Thermodynamic Inertial Macroelements for Soil-Structure Interaction
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    Chapter 88 Simulation Analyses of Centrifuge Model Tests on Piled Raft Foundation with Deep Mixing Walls
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    Chapter 89 Seismic Interactions Among Multiple Structures on Liquefiable Soils Improved with Ground Densification
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    Chapter 90 Numerical Simulation of Real-Scale Vibration Experiments of a Steel Frame Structure on a Shallow Foundation
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    Chapter 91 Experimental Behavior of Single Pile with Large Mass in Dry Medium Sand Under Centrifuge Shaking Table Test
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    Chapter 92 Numerical Investigation on Dynamic Response of Liquefiable Soils Around Permeable Pile Under Seismic Loading
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    Chapter 93 Rotation of a Cantilevered Sheet-Pile Wall with Different Embedment Ratios and Retaining a Liquefiable Backfill of Various Relative Densities
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    Chapter 94 Foundation Alternatives for Bridges in Liquefiable Soils
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    Chapter 95 A Case Study of Seismic Design of Pile Foundation Subject to Liquefaction, Cyclic Softening, and Lateral Spreading
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    Chapter 96 Dynamic Centrifuge Model Tests on Plate-Shaped Building Supported by Pile Foundation on Thin Load-Bearing Stratum Overlying Soft Clay Layer
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    Chapter 97 The Behaviour of Low Confinement Spun Pile to Pile Cap Connection
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    Chapter 98 Rocking Pilegroups Under Seismic Loading: Exploring a Simplified Method
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    Chapter 99 Remediation of Structure-Soil-Structure Interaction on Liquefiable Soil Using Densification
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    Chapter 100 Seismic Responses Analysis on Basements of High-Rise Buildings Considering Dynamic Soil-Structure Interaction
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    Chapter 101 Centrifuge and Numerical Simulation of Offshore Wind Turbine Suction Bucket Foundation Seismic Response in Inclined Liquefiable Ground
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    Chapter 102 Unconventional Retrofit Design of Bridge Pile Groups: Benefits and Limitations
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    Chapter 103 Shaking Table Tests on Level Ground Model Simulating Construction of Sand Compaction Piles
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    Chapter 104 3D Numerical Lateral Pushover Analysis of Multiple Pile Group Systems
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    Chapter 105 Responses of Adjacent Building Pile to Foundation Pit Dewatering
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    Chapter 106 Dynamic Interaction Between Adjacent Shallow Footings in Homogeneous or Layered Soils
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    Chapter 107 Effects of Nonliquefiable Crust on the Seismic Behavior of Pile Foundations in Liquefiable Soils
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    Chapter 108 Numerical Implementation of Ground Behaviors Beneath Super-Tall Building Foundations During Construction
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    Chapter 109 Failure Mechanism Analysis of Loess Slope Under the Coupling Effect of Rainfall and Earthquake Using Shaking Table Test
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    Chapter 110 Seismic Stability Analysis of Earth Slopes Using Graphical Chart Solution
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    Chapter 111 Influence of Cyclic Undrained Shear Strength Degradation on the Seismic Performance of Natural Slopes
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    Chapter 112 Dynamic Analysis of Geosynthetic-Reinforced Soil (GRS) Slope Under Bidirectional Earthquake Loading
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    Chapter 113 Seismic Performance of Slopes at Territorial Scale: The Case of Ischia Island
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    Chapter 114 Numerical Simulation of Seismic Performance of Road Embankment Improved with Hybrid Type Steel Pile Reinforcement
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    Chapter 115 Distribution of Deformations and Strains Within a Slope Supported on a Liquefiable Stratum
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    Chapter 116 Probabilistic Seismic Hazard Curves and Maps for Italian Slopes
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    Chapter 117 New Soil-Pile Spring Accounting for a Tree-Root System in the Evaluation of Seismic Slope Stability
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    Chapter 118 Numerical Study on Delayed Failure of Gentle Sloping Ground
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    Chapter 119 Seismic Fragility Assessment for Cohesionless Earth Slopes in South Korea
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    Chapter 120 Liquefaction-Induced Lateral Displacement Analysis for Sloping Grounds Using Long-Duration Ground Motions
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    Chapter 121 Performance of Slopes During Earthquake and the Following Rainfall
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    Chapter 122 Seismic Stability Analysis of Anti-dip Bedding Rock Slope Based on Tensile Strength Cut-Off
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    Chapter 123 Seismic Stability Analysis of High Steep Slopes Considering Spatial Variability of Geo-Materials Based on Pseudo Static Method
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    Chapter 124 Urban Scale Fragility Assessment of Structures Considering Soil-Structure-Interaction
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    Chapter 125 Seismic Performance Assessment of Port Reclaimed Land Incorporating Liquefaction and Cyclic Softening
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    Chapter 126 An Attempt to Evaluate In Situ Dynamic Soil Property by Cyclic Loading Pressuremeter Test
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    Chapter 127 Effect of Refinements to CPT-Based Liquefaction Triggering Analysis on Liquefaction Severity Indices at the Avondale Playground Site, Christchurch, NZ
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    Chapter 128 Effect of Membrane Penetration on the Undrained Cyclic Behavior of Gravelly Sands in Torsional Shear Tests
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    Chapter 129 Implementation and Verification of an Advanced Bounding Surface Constitutive Model
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    Chapter 130 Performance of Advanced Constitutive Models in Site Response Analyses of Liquefiable Soils
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    Chapter 131 A Study on Liquefaction Characteristics of Sandy Soil in Large Strain Levels to Improve the Accuracy of Large Deformation Analysis
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    Chapter 132 A New Biaxial Laminar Shear Box for 1g Shaking Table Tests on Liquefiable Soils
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    Chapter 133 Assessing the Limitations of Liquefaction Manifestation Severity Index Prediction Models
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    Chapter 134 Assessment of Stone Column Technique as a Mitigation Method Against Liquefaction-Induced Lateral Spreading Effects on 2 × 2 Pile Groups
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    Chapter 135 Influence of Lateral Stress Ratio on N-value and Cyclic Strength of Sands Containing Fines
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    Chapter 136 Effect of Water Flow Rate and Insertion Velocity on Soil Disturbance Due to Insertion of Small-Scale Self-boring Tube
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    Chapter 137 Liquefaction Countermeasure for Existing Structures Using Sustainable Materials
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    Chapter 138 Undrained Monotonic Compression, Cyclic Triaxial and Cyclic Simple Shear Response of Natural Soils: Strength and Excess Pore Water Pressure Response
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    Chapter 139 Simple Countermeasure Method to Mitigate the Settlement and Tilting of Existing Detached Houses Owing to Liquefaction
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    Chapter 140 Effect of Artesian Pressure on Liquefaction-Induced Flow-Slide: A Case Study of the 2018 Sulawesi Earthquake, Indonesia
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    Chapter 141 Physical Modeling and Reliability Assessment of Effectiveness of Granular Columns in the Nonuniform Liquefiable Ground to Mitigate the Liquefaction-Induced Ground Deformation
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    Chapter 142 Experimental Study on the Effect of Coexistence of Clay and Silt on the Dynamic Liquefaction of Sand
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    Chapter 143 The Prediction of Pore Pressure Build-Up by an Energy-Based Model Calibrated from the Results of In-Situ Tests
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    Chapter 144 CDSS Tests for Evaluation of Vibration Frequency in Liquefaction Resistance of Silica Sand
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    Chapter 145 Some Important Limitations of Simplified Liquefaction Assessment Procedures
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    Chapter 146 Dynamic Behavior of Pipe Bend Subjected to Thrust Force Buried in Liquefiable Sand
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    Chapter 147 Liquefaction Resistance of Solani Sand Under Normal and Sequential Shaking Events
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    Chapter 148 Numerical Simulation of Caisson Supported Offshore Wind Turbines Involving Uniform Liquefiable Sand Layer
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    Chapter 149 Pore-Pressure Generation of Sands Subjected to Cyclic Simple Shear Loading: An Energy Approach
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    Chapter 150 Constitutive Modeling of Undrained Cyclic Shearing of Sands Under Non-zero Mean Shear Stress
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    Chapter 151 Investigation of Lateral Displacement Mechanism in Layered and Uniform Soil Models Subjected to Liquefaction-Induced Lateral Spreading
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    Chapter 152 Probabilistic Calibration and Prediction of Seismic Soil Liquefaction Using quoFEM
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    Chapter 153 Fluid-Solid Fully Coupled Seismic Response Analysis of Layered Liquefiable Site with Consideration of Soil Dynamic Nonlinearity
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    Chapter 154 Variation in Hydraulic Conductivity with Increase in Excess Pore Water Pressure Due to Undrained Cyclic Shear Focusing on Relative Density
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    Chapter 155 Framework and Demonstration of Constitutive Model Calibration for Liquefaction Simulation of Densified Sand
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    Chapter 156 Three-Dimensional Numerical Simulations of Granular Column Improved Layered Liquefiable Soil Deposit
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    Chapter 157 Fundamental Study on Laboratory Test Method for Setting Parameters of Effective Stress Analysis
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    Chapter 158 Experimental and Numerical Study of Rate Effect in Cone Penetration Tests
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    Chapter 159 Lessons Learned from LEAP-RPI-2020 Simulation Practice
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    Chapter 160 Numerical Simulations of the LEAP 2020 Centrifuge Experiments Using PM4Sand
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    Chapter 161 LEAP-2021 Cambridge Experiments on Cantilever Retaining Walls in Saturated Soils
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    Chapter 162 Repeatability Potential and Challenges in Centrifuge Physical Modeling in the Presence of Soil-Structure Interaction for LEAP-2020
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    Chapter 163 Numerical Modeling of the LEAP-RPI-2020 Centrifuge Tests Using the SANISAND-MSf Model in FLAC3D
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    Chapter 164 Numerical Simulations of LEAP Centrifuge Experiments Using a Multi-surface Cyclic Plasticity Sand Model
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    Chapter 165 Validation of Numerical Predictions of Lateral Spreading Based on Hollow-Cylinder Torsional Shear Tests and a Large Centrifuge-Models Database
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    Chapter 166 Centrifuge Modeling on the Behavior of Sheet Pile Wall Subjected Different Frequency Content Shaking
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    Chapter 167 Liquefaction Cases and SPT-Based Liquefaction Triggering Assessment in China
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    Chapter 168 Hammer Energy Measurement of Standard Penetration Test in China
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    Chapter 169 Empirical Magnitude-Upper Bound Distance Curves of Earthquake Triggered Liquefaction Occurrence in Europe
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    Chapter 170 Laboratory Component of Next-Generation Liquefaction Project Database
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    Chapter 171 Liquefaction Characteristics of 2011 New Zealand Earthquake by Cone Penetration Test
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    Chapter 172 Insights from Liquefaction Ejecta Case Histories from Christchurch, New Zealand
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    Chapter 173 Chilean Liquefaction Surface Manifestation and Site Characterization Database
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    Chapter 174 Deterministic Seismic Hazard Analysis of Grand Ethiopia Renaissance Dam (GERD)
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    Chapter 175 Parametric Study of Seismic Slope Stability of Tailings Dam
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    Chapter 176 Seismic Performance of a Zoned Earth Dam
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    Chapter 177 Evaluation of the Seismic Performance of Small Earth Dams
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    Chapter 178 Liquefaction Potential for In-Situ Material Dams Subjected to Strong Earthquakes
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    Chapter 179 Seismic Assessment of a Dam on a Clayey Foundation
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    Chapter 180 Seismic Fragility Analysis of Two Earth Dams in Southern Italy Using Simplified and Advanced Constitutive Models
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    Chapter 181 Comparison of the Monotonic and Cyclic Response of Tailings Sands with a Reference Natural Sand
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    Chapter 182 Seismic Performance of a Bituminous-Faced Rockfill Dam
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    Chapter 183 Liquefaction-Induced River Levee Failure at Miwa of Inba Along Tone River During 2011 Tohoku Earthquake
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    Chapter 184 Effect of Rice Husk Ash and Sisal Fibre on Strength Behaviour of Soil
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    Chapter 185 Cyclic Behaviour of Brumadinho-Like Reconstituted Samples of Iron Ore Tailings
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    Chapter 186 Dynamic Properties of Organic Soils
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    Chapter 187 Experimental Study on the Correlation Between Dynamic Properties and Microstructure of Lacustrine Soft Clay
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    Chapter 188 Small-Strain Shear Modulus of Coral Sand with Various Particle Size Distribution Curves
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    Chapter 189 Flowability of Saturated Calcareous Sand
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    Chapter 190 Liquefaction Characteristics of Saturated Coral Sand Under Anisotropic Consolidations
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    Chapter 191 Microscopic Test Analysis of Liquefaction Flow of Saturated Loess
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    Chapter 192 Geotechnical Behavior of the Valley Bottom Plain with Highly Organic Soil During an Earthquake
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    Chapter 193 Development of Constitutive Model Describing Unsaturated Liquefaction Characteristics of Volcanic Ash Soil
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    Chapter 194 Field Observations and Direct Shear Tests on the Volcanic Soils Responsible for Shallow Landslides During 2018 Hokkaido Eastern Iburi Earthquake
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    Chapter 195 Investigation on Saturation State of Loess Using P-wave Velocity
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    Chapter 196 Relationship Between Shear Wave Velocity and Liquefaction Resistance in Silty Sand and Volcanic Sand
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    Chapter 197 Small to Medium Strain Dynamic Properties of Lanzhou Loess
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    Chapter 198 Cyclic Simple Shear Tests of Calcareous Sand
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    Chapter 199 Effect of Fabric Anisotropy on Reliquefaction Resistance of Toyoura Sand: An Experimental Study
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    Chapter 200 Variation of Elastic Stiffness of Saturated Sand Under Cyclic Torsional Shear
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    Chapter 201 Liquefaction Resistance and Small Strain Shear Modulus of Saturated Silty Sand with Low Plastic Fines
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    Chapter 202 Volumetric Strains After Undrained Cyclic Shear Governed by Residual Mean Effective Stress: Numerical Studies Based on 3D DEM
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    Chapter 203 One-Dimensional Wave Propagation and Liquefaction in a Soil Column with a Multi-scale Finite-Difference/DEM Method
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    Chapter 204 Microscopic Insight into the Soil Fabric During Load-Unload Correlated with Stress Waves
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    Chapter 205 Shear Work and Liquefaction Resistance of Crushable Pumice Sand
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    Chapter 206 Digital Particle Size Distribution for Fabric Quantification Using X-ray μ-CT Imaging
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    Chapter 207 The Relationship Between Particle-Void Fabric and Pre-liquefaction Behaviors of Granular Soils
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    Chapter 208 Changes in Sand Mesostructure During Sand Reliquefaction Using Centrifuge Tests
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    Chapter 209 Examining the Seismic Behavior of Rock-Fill Dams Using DEM Simulations
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    Chapter 210 DEM Simulation of Undrained Cyclic Behavior of Saturated Dense Sand Without Stress Reversals
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    Chapter 211 Seismic Behaviour of Urban Underground Structures in Liquefiable Soil
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    Chapter 212 Parametric Analyses of Urban Metro Tunnels Subject to Bedrock Dislocation of a Strike-Slip Fault
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    Chapter 213 Resilience Assessment Framework for Tunnels Exposed to Earthquake Loading
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    Chapter 214 Stability Analysis of Tunnel in Yangtze Estuary Under Dynamic Load of High-Speed Railway
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    Chapter 215 Seismic Performance of an Integrated Underground-Aboveground Structure System
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    Chapter 216 A Simplified Seismic Analysis Method for Underground Structures Considering the Effect of Adjacent Aboveground Structures
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    Chapter 217 Seismic Response Analysis on the Tunnel with Different Second-Lining Construction Time
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    Chapter 218 Coupled Seismic Performance of Underground and On-Ground Structures
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    Chapter 219 Simplified Numerical Simulation of Large Tunnel Systems Under Seismic Loading, CERN Infrastructures as a Case Study
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    Chapter 220 Shaking Table Test of the Seismic Performance of Prefabricated Subway Station Structure
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    Chapter 221 Numerical Study on Seismic Behavior of Shield Tunnel Crossing Saturated Sand Strata with Different Densities
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    Chapter 222 Seismic Response of a Tunnel-Embedded Saturated Sand Ground Subject to Stepwise Increasing PGA
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    Chapter 223 Groundwater Response to Pumping Considering Barrier Effect of Existing Underground Structure
  225. Altmetric Badge
    Chapter 224 Ranking Method for Strong Ground Motion Based on Dynamic Response of Underground Structures
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Title
Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022)
Published by
Springer International Publishing, September 2022
DOI 10.1007/978-3-031-11898-2
ISBNs
978-3-03-111897-5, 978-3-03-111898-2
Editors

Wang, Lanmin, Zhang, Jian-Min, Wang, Rui

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