- AwardsStructures 2024: Excellent Presentation Award, 59th Japan National Conference on Geotechnical Engineering, Japanese Geotechnical Society (JGS). (Toda, Y. Application of a new method for determining first-limit-resistance to Rotary Cutting Press-in piles. (in Japanese))
- ThesesStructures Li, Z. 2010. Piled foundations subjected to cyclic loads or earthquakes. PhD Thesis, University of Cambridge, 290p.
- ThesesStructures Deeks, A. 2008. An investigation into the strength and stiffness of jacked piles in sand. PhD Thesis, University of Cambridge, 383p.
- ThesesStructures White, D. J. 2002. An investigation into the behaviour of pressed-in piles. Ph.D. Thesis, University of Cambridge, 386p.
- Reviewed journal papersStructures Xiong, X., Guo, W., Matsumoto, T. and Ishihara, Y. 2024. Bearing characteristics of model piled raft foundations supported by sheet piles. International Journal of Physical Modelling in Geotechnics, Vol. 24, Issue 1, pp. 38-53.
- Reviewed journal papersStructures Dobrisan, A., Haigh, S. K., Deng, C. and Ishihara, Y. 2023. Analysis of the behaviour of retaining structures through a novel data interpretation approach. Soils and Foundations, Vol. 63, Issue 3, 15p.
- Reviewed journal papersStructures Ishihara, Y., Haigh, S. and Koseki, J. 2020a. Assessment of base capacity of open-ended tubular piles installed by the Rotary Cutting Press-in Method. Soils and Foundations, Vol. 60, Issue 5, pp. 1189-1201.
- Reviewed journal papersStructures 尾川七瀬, 石原行博, 北村精男. 2017. 鋼矢板自立式土留め壁の掘削時および背面側上載圧付与時の変形に関する実験的検討. 土木学会論文集C (地圏工学), Vol. 73, No. 1, pp. 62-75. / Ogawa, N., Ishihara, Y. and Kitamura, A. 2017. Experimental study on deformation of self-retaining sheet pile wall due to excavation and backside surcharge. Journal of Japan Society of Civil Engineers, Division C: Geotechnics, pp. 62-75. (in Japanese)
- Reviewed journal papersStructures 鈴木直樹, 石原行博, 磯部雅彦. 2016. 杭式透過型防波柵の津波低減効果に与える空間率および柵素材の影響に関する実験的研究. 土木学会論文集B3 (海洋開発), Vol. 72, No. 2, pp. I_491-I_496. / Suzuki, N., Ishihara, Y. and Isobe, M. 2016. Experimental study on influence of porosity and material of pile-type porous tide barrier on its tsunami mitigation effect. Journal of Japan Society of Civil Engineers, Ser. B3 (Ocean Engineering), Vol. 72, No. 2, pp. I-491-I-496. (in Japanese)
- Reviewed conference papersStructures Tamboura, H. H., Ishihara, Y., Eguchi, M. and Mori, A. 2025. CPT-based analysis on vertical and lateral capacity of steel sheet piles installed by the Press-in with Auger. Proceedings of the International Conference on Deep Foundations and Ground Improvement, Geotechnics Reimagined, DFI-EFFC, pp. 947-956.
- Reviewed conference papersStructures Pasha, S. M. K., Ishihara, Y., Eguchi, M. and Toda, Y. 2025. CPT based design method for horizontal capacity of piles installed by the Rotary Cutting Press-in Method. Proceedings of the International Conference on Deep Foundations and Ground Improvement, Geotechnics Reimagined, DFI-EFFC, pp. 736-746.
- Reviewed conference papersStructures Ishihara, Y., Okada, K., Toda, Y. and Kitano, Y. 2024b. Case history of installation and static vertical load testing on piles executed by the Rotary Cutting Press-in in Amsterdam. Proceedings of the 18th European Conference on Soil Mechanics and Geotechnical Engineering, 7p.
