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J. B. Park

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. Seo, M. W. / Park, I. J. / Park, J. B. (2004): Development of Displacement-Softening Model for Interface Shear Behavior Between Geosynthetics. In: Soils and Foundations, v. 44, n. 6 (December 2004).

    https://doi.org/10.3208/sandf.44.6_27

  2. Seo, M. W. / Park, J. B. / Park, I. J. (2007): Evaluation of Interface Shear Strength between Geosynthetics Under Wet Condition. In: Soils and Foundations, v. 47, n. 5 (October 2007).

    https://doi.org/10.3208/sandf.47.845

  3. Kwak, C. W. / Park, I. J. / Park, J. B. (2013): Evaluation of disturbance function for geosynthetic–soil interface considering chemical reactions based on cyclic direct shear tests. In: Soils and Foundations, v. 53, n. 5 (October 2013).

    https://doi.org/10.1016/j.sandf.2013.08.010

  4. Kwak, C. W. / Park, I. J. / Park, J. B. (2014): 쉴드터널 내부에 작용하는 열차진동 영향에 관한 수치해석적 연구 (A numerical study on the effect of train-induced vibration in shield tunnel). In: Journal of Korean Tunnelling and Underground Space Association (한국터널지하공간학회 논문집), v. 16, n. 2 ( 2014).

    https://doi.org/10.9711/ktaj.2014.16.2.261

  5. Choi, E. / Park, J. B. / Yun, Z. / Min, K. S. (2008): Design implications on denitrifying PAO in BNR plant. In: KSCE Journal of Civil Engineering, v. 12, n. 1 (January 2008).

    https://doi.org/10.1007/s12205-008-8009-7

  6. Park, J. B. / Hwang, T. K. / Kim, H. G. / Doh, Y. D. (2007): Experimental and numerical study of the electrical anisotropy in unidirectional carbon-fiber-reinforced polymer composites. In: Smart Materials and Structures, v. 16, n. 1 (February 2007).

    https://doi.org/10.1088/0964-1726/16/1/006

  7. Kwak, C. W. / Park, I. J. / Park, J. B. (2014): Dynamic shear behavior of concrete-soil interface based on cyclic simple shear test. In: KSCE Journal of Civil Engineering, v. 18, n. 3 (March 2014).

    https://doi.org/10.1007/s12205-014-0360-2

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