Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading LEAP-UCD-2017 /
This open access book presents work collected through the Liquefaction Experiments and Analysis Projects (LEAP) in 2017. It addresses the repeatability, variability, and sensitivity of lateral spreading observed in twenty-four centrifuge model tests on mildly sloping liquefiable sand. The centrifuge...
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| Format: | Electronic eBook |
| Language: | English |
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Cham :
Springer International Publishing : Imprint: Springer,
2020.
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| Edition: | 1st ed. 2020. |
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| Online Access: | Link to Metadata |
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Table of Contents:
- 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.