LEAP-2017 Centrifuge Test at Ehime University
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Publisher
Springer International Publishing
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http://link.springer.com/content/pdf/10.1007/978-3-030-22818-7_14
Reference5 articles.
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2. Kutter, B. L. (2013). Effects of capillary number, bond number, and gas solubility on water saturation of sand specimens. Canadian Geotechnical Journal, 50(2), 133–144. https://doi.org/10.1139/cgj-2011-0250 .
3. Kutter, B. L., Carey, T. J., Stone, N., Bonab, M. H., Manzari, M., Zeghal, M., Escoffier, S., Haigh, S., Madabhushi, G., Hung, W.-Y., Kim, D.-S., Kim, N.-R., Okamura, M., Tobita, T., Ueda, K., & Zhou, Y.-G. (2019). LEAP-UCD-2017 V. 1.01 model specifications. In B. Kutter et al. (Eds.), Model tests and numerical simulations of liquefaction and lateral spreading: LEAP-UCD-2017. New York: Springer. https://doi.org/10.1016/j.neuron.2018.08.036 .
4. Okamura, M., & Inoue, T. (2012). Preparation of fully saturated model for liquefaction study. International Journal of Physical Modelling in Geotechnics, 12(1), 39–46. https://doi.org/10.1680/ijpmg.2012.12.1.39 .
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1. Centrifuge modeling of liquefiable sand supported by sheet pile wall: LEAP tests at Ehime University;Japanese Geotechnical Society Special Publication;2024
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