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Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading II
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This open access book presents work collected through the Liquefaction Experiments and Analysis Projects (LEAP) in 2019 (LEAP-ASIA-2019) following the LEAP-UCD-2017 whose results have been published as a first volume. In addition to the research targets set in the previous one, such as the repeatability, variability, and sensitivity of lateral spreading on mildly sloping liquefiable sand, this volume includes research efforts to validate the generalized scaling law (hereafter “GSL”) for the identical prototype with the one employed in UCD-2017. In LEAP-ASIA-2019, 10 institutes around the world conducted 23 tests in total. It was the first multi-institutional attempts to investigate the validity of the generalized scaling law for the saturated sandy sloping deposit with wide range of initial conditions. The experimental data provided a unique basis for assessing the capabilities of six different simulation platforms for numerical simulation of soil liquefaction. The results of the experiments and the numerical simulations are presented and discussed in papers submitted by the project participants.
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Keywords
- Cambridge University (UK)
- centrifuge experimental results
- Civil engineering, surveying & building
- Computer modelling & simulation
- Computer science
- Computing & information technology
- Earth sciences
- Earthquake Excitation
- Ground Failure
- IFSTTAR (France)
- KAIST and KWater (South Korea)
- Kyoto University (Japan)
- Liquefaction Experiments and Analysis Projects
- NCU (Taiwan)
- Numerical Simulation
- Rensselaer Polytechnic Institute
- Soil & rock mechanics
- soil liquefaction
- Soil Model
- Structural engineering
- Technology, engineering, agriculture
- thema EDItEUR::U Computing and Information Technology::UY Computer science::UYM Computer modelling and simulation
- University of California at Davis
- Zhejiang University (China)
Links
DOI: 10.1007/978-3-031-48821-4Editions