Chapter1: LEAP-UCD-2017 V. 1.01 model specifications
Chapter2: Grain Size Analysis and Maximum and Minimum Dry Density of Ottawa F-65 Sand for LEAP-UCD-2017
Chapter3: Physical and Mechanical Properties of Ottawa F65 Sand
Chapter4: LEAP-UCD-2017 comparison of centrifuge test results
Chapter5: Archiving of experimental data for LEAP-UCD-2017
Chapter6: Comparison of LEAP-UCD-2017 CPT results
Chapter7: Difference and Sensitivity Analyses of the LEAP-2017 Experiments
Chapter8: LEAP-2017 Simulation Exercise – Overview of Guidelines for the element test simulations
Chapter9: Calibration of Constitutive Models and Simulation of the Element Tests
Chapter10: LEAP-2017: Comparison of the Type-B Numerical Simulations with Centrifuge Test Results
Chapter11: Numerical sensitivity study compared to trend of experiments for LEAP-UCD-2017
Chapter12: LEAP-UCD-2017 Centrifuge Tests at Cambridge
Chapter13: LEAP-UCD-2017 Centrifuge Test at University of California, Davis
Chapter14: LEAP-2017 Centrifuge Test at Ehime University
Chapter15: LEAP-UCD-2017 Centrifuge Test at IFSTTAR
Chapter16: LEAP-UCD-2017 Centrifuge Test at KAIST
Chapter17: LEAP-UCD-2017 Centrifuge Test at Kyoto University
Chapter18: LEAP-UCD-2017 Centrifuge Tests at NCU
Chapter19: Verification of the Repeatability of Soil Liquefaction Centrifuge Testing at Rensselaer
Chapter20: Specifications and Results of Centrifuge Model Test at Zhejiang University for LEAP-UCD-2017
Chapter21: Prediction of LEAP-UCD-2017 Centrifuge Test Results Using Two Advanced Plasticity Sand Models
Chapter22: LEAP-UCD-2017 Centrifuge Test Simulation at UNINA
Chapter23: LEAP-2017 Centrifuge Test Simulation using HiPER
Chapter24: Numerical Simulations of Selected LEAP Centrifuge Experiments with PM4Sand in FLAC
Chapter25: LEAP-UCD-2017 Numerical Simulation at Meisosha Corp
Chapter26: Numerical Simulations of LEAP Dynamic Centrifuge Model Tests for Response of Liquefiable Sloping Ground
Chapter27: LEAP-UCD-2017 Simulation Team Fugro
Chapter28: LEAP-UCD-2017 Type-B Predictions through FLIP at Kyoto University
Chapter29: LEAP-UCD-2017 Simulations at Tsinghua University
Chapter30: Application of a SANISAND model for numerical simulations of the LEAP 2017 experiments
Chapter31: Numerical Simulation Trial by Cocktail Glass Model in FLIP ROSE for LEAP-UCD
Chapter32: Preliminary Seismic Deformation and Soil-Structure Interaction evaluationS of A caisson-supported Marine Terminal wharf retaining and founded on liquefiable soils
Chapter33: Significance of calibration procedure consistency
Chapter34: Paths forward for Evaluating Seismic Performance of Geotechnical structures
Chapter35: Selected issues in the seismic evaluation of embankment dams for possible investigation by LEAP
Chapter36: Soil permeability in centrifuge modeling
Chapter37: Variation of permeability of viscous fluid during liuefaction model testing
Chapter38: Post-liquefaction cyclic shear strain: phenomenon and mechanism.