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Ryohei Ishikura

La bibliographie suivante contient toutes les publications répertoriées dans la base de données qui sont reliées à ce nom en tant qu'auteur, éditeur ou collaborateur.

  1. Hussary, Jumana / Alowaisy, Adel / Yasufuku, Noriyuki / Ishikura, Ryohei / Abdelhadi, Monther (2022): Pore structure and falling rate stage of evaporation in homogeneous sandy soil profiles. Dans: Soils and Foundations, v. 62, n. 2 (avril 2022).

    https://doi.org/10.1016/j.sandf.2022.101108

  2. Mukunoki, Toshifumi / Suetsugu, Daisuke / Sako, Kazunari / Murakami, Satoshi / Fukubayashi, Yoshinori / Ishikura, Ryohei / Hino, Takenori / Sugimoto, Satoshi / Wakinaka, Kota / Ito, Shinichi / Koyama, Atsushi (2021): Reconnaissance report on geotechnical damage caused by a localized torrential downpour with emergency warning level in Kyushu, Japan. Dans: Soils and Foundations, v. 61, n. 2 (avril 2021).

    https://doi.org/10.1016/j.sandf.2021.01.008

  3. Alowaisy, Adel / Yasufuku, Noriyuki / Ishikura, Ryohei / Hatakeyama, Masanori / Kyono, Shuu (2020): Continuous pressurization method for a rapid determination of the soil water characteristics curve for remolded and undisturbed cohesionless soils. Dans: Soils and Foundations, v. 60, n. 3 (juin 2020).

    https://doi.org/10.1016/j.sandf.2020.03.014

  4. Ishikura, Ryohei / Yasufuku, Noriyuki / Brown, Michael J. (2016): An estimation method for predicting final consolidation settlement of ground improved by floating soil cement columns. Dans: Soils and Foundations, v. 56, n. 2 (avril 2016).

    https://doi.org/10.1016/j.sandf.2016.02.005

  5. Matsuda, Hiroshi / Hendrawan, Andre Primantyo / Ishikura, Ryohei / Kawahara, Satoshi (2011): Effective Stress Change and Post-Earthquake Settlement Properties of Granular Materials Subjected to Multi-Directional Cyclic Simple Shear. Dans: Soils and Foundations, v. 51, n. 5 (octobre 2011).

    https://doi.org/10.3208/sandf.51.873

  6. Matsuda, Hiroshi / Nhan, Tran Thanh / Ishikura, Ryohei (2013): Prediction of excess pore water pressure and post-cyclic settlement on soft clay induced by uni-directional and multi-directional cyclic shears as a function of strain path parameters. Dans: Soil Dynamics and Earthquake Engineering, v. 49 (juin 2013).

    https://doi.org/10.1016/j.soildyn.2013.01.010

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