1. 1) Hayashi, D., Kobayashi, M., Konami, T., Hayashi, T., Miura, K (2021): Analysis on Seismic Displacement of Reinforced Soil Wall Based on Newmark Method, 58th Geotechnical Engineering Research Meeting, 13-3-2-05 (in Japanese).
2. 2) Kobayashi, M., Miura, K., Konami, T., Hayashi, T., Sato, H. (2018): Seismic damage mechanism of multi-anchored reinforced soil walls with high ground water level, Japanese Geotechnical Journal, ISSN 1880-6341, Vol.13, No.2 123-134.
3. 3) Kobayashi, M., Miura, K., Konami, T., and Hayashi, T (2019): Seismic damage mechanism of multi-anchor walls with high ground water level. Proc. of the 7th International Conference on Earthquake Geotechnical Engineering 3371-3378.
4. 4) Koseki, J., Bathurst, R.J., Güler, E., Kuwano, J. and Maugeri, M. (2006): Seismic stability of reinforced soil walls. Proc of the 8th international conference on geosynthetics, 51-77.
5. 5) Miyata, Y.：Reinforced soil walls during recent earthquakes in Japan and geo-risk-based design, Earthquake Geotechnical Engineering Design, Michele Maugeri and Claudio Socccodoto(eds), Springer, pp.343-353, 2014.