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Ryohei Ishikura

The following bibliography contains all publications indexed in this database that are linked with this name as either author, editor or any other kind of contributor.

  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. In: Soils and Foundations, v. 62, n. 2 (April 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. In: Soils and Foundations, v. 61, n. 2 (April 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. In: Soils and Foundations, v. 60, n. 3 (June 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. In: Soils and Foundations, v. 56, n. 2 (April 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. In: Soils and Foundations, v. 51, n. 5 (October 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. In: Soil Dynamics and Earthquake Engineering, v. 49 (June 2013).

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

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