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Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading

Inhaltsverzeichnis

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.

Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading

LEAP-UCD-2017

Buch (Taschenbuch, Englisch)

Fr.72.90

inkl. gesetzl. MwSt.
Versandkostenfrei

Beschreibung

Details

Einband

Taschenbuch

Erscheinungsdatum

11.09.2020

Herausgeber

Bruce L. Kutter + weitere

Verlag

Springer

Seitenzahl

660

Beschreibung

Details

Einband

Taschenbuch

Erscheinungsdatum

11.09.2020

Herausgeber

Verlag

Springer

Seitenzahl

660

Maße (L/B/H)

23.5/15.5/3.5 cm

Gewicht

1208 g

Auflage

1st ed. 2020

Sprache

Englisch

ISBN

978-3-030-22820-0

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  • Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading
  • 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.