Model tests and numerical simulations of liquefaction and lateral spreading : LEAP-UCD-2017 /: LEAP-UCD-2017. ([2020])

• Record Type: Book
• Further Information: Note: Bruce L. Kutter, Majid T. Manzari, Mourad Zeghal, editors.
• Editors: Kutter, Bruce L; Manzari, Majid T; Zeghal, Mourad
• 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.
• Publisher Details: Cham : Springer
• Publication Date: 2020
• Copyright Date: 2020
• Extent: 1 online resource, illustrations
• Subjects: 624.1/5136; Soil liquefaction -- Research; Electronic books
• Languages: English
• ISBNs: 9783030228187; 3030228185
• Related ISBNs: 9783030228170
• Notes: Note: Includes bibliographical references and index.; Note: Online resource; title from PDF title page (SpringerLink, viewed November 20, 2019).
• Access Rights: Legal Deposit; Only available on premises controlled by the deposit library and to one user at any one time; The Legal Deposit Libraries (Non-Print Works) Regulations (UK).
• Access Usage: Restricted: Printing from this resource is governed by The Legal Deposit Libraries (Non-Print Works) Regulations (UK) and UK copyright law currently in force.