Abstract
Quantitative estimation of liquefied ground deformation has been required for performance design of foundations, embedded structures, embankments and others in recent years. This paper evaluates the applicability of MPS (Moving Particle Semi-implicit) for the estimation of liquefied ground deformation by performing simple example computation. The results suggest that MPS is potentially capable to be applied for the estimation of liquefied ground deformation.
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Yoshikazu, K. (2007). Deformation Analysis of Liquefied Ground by Particle Method. In: Ling, H.I., Callisto, L., Leshchinsky, D., Koseki, J. (eds) Soil Stress-Strain Behavior: Measurement, Modeling and Analysis. Solid Mechanics and Its Applications, vol 146. Springer, Dordrecht. https://doi.org/10.1007/978-1-4020-6146-2_49
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DOI: https://doi.org/10.1007/978-1-4020-6146-2_49
Publisher Name: Springer, Dordrecht
Print ISBN: 978-1-4020-6145-5
Online ISBN: 978-1-4020-6146-2
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