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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. Hong, Won Pyo / Lade, Poul V. (1989): Elasto-Plastic Behavior of K-Consolidated Clay in Torsion Shear Tests. Dans: Soils and Foundations, v. 29, n. 2 (juin 1989).

    https://doi.org/10.3208/sandf1972.29.2_127

  2. Matsui, Tamotsu / Hong, Won Pyo / Ito, Tomio (1982): Earth Pressures on Piles in a Row Due to Lateral Soil Movements. Dans: Soils and Foundations, v. 22, n. 2 (juin 1982).

    https://doi.org/10.3208/sandf1972.22.2_71

  3. Ito, Tomio / Matsui, Tamotsu / Hong, Won Pyo (1982): Extended Design Method for Multi-Row Stabilizing Piles against Landslide. Dans: Soils and Foundations, v. 22, n. 1 (mars 1982).

    https://doi.org/10.3208/sandf1972.22.1

  4. Ito, Tomio / Matsui, Tamotsu / Hong, Won Pyo (1981): Design Method for Stabilizing Piles Against Landslide—One Row of Piles. Dans: Soils and Foundations, v. 21, n. 1 (mars 1981).

    https://doi.org/10.3208/sandf1972.21.21

  5. Ito, Tomio / Matsui, Tamotsu / Hong, Won Pyo (1979): Design Method for the Stability Analysis of the Slope with Landing Pier. Dans: Soils and Foundations, v. 19, n. 4 (décembre 1979).

    https://doi.org/10.3208/sandf1972.19.4_43

  6. Hong, Won Pyo / Lee, Jae Ho / Lee, Kwang Wu (2007): Load Transfer by Soil Arching in Pile-Supported Embankments. Dans: Soils and Foundations, v. 47, n. 5 (octobre 2007).

    https://doi.org/10.3208/sandf.47.833

  7. Hong, Won Pyo / Bov, Meng Leang / Kim, Hyun-Myung (2016): Prediction of vertical pressure in a trench as influenced by soil arching. Dans: KSCE Journal of Civil Engineering, v. 20, n. 7 (janvier 2016).

    https://doi.org/10.1007/s12205-016-0120-6

  8. Hong, Won Pyo / Hong, Seongwon / Kang, Thomas H.-K. (2016): Lateral earth pressure on a pipe buried in soft grounds undergoing lateral movement. Dans: Journal of Structural Integrity and Maintenance, v. 1, n. 3 (juillet 2016).

    https://doi.org/10.1080/24705314.2016.1211238

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