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R. P. Orense

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. Towhata, Ikuo / Park, J. K. / Orense, R. P. / Kano, Hiroyuki (1996): Use of Spectrum Intensity for Immediate Detection of Subsoil Liquefaction. In: Soils and Foundations, v. 36, n. 2 (June 1996).

    https://doi.org/10.3208/sandf.36.2_29

  2. Asadi, M. S. / Orense, R. P. / Asadi, M. B. / Pender, M. J. (2019): Maximum dry density test to quantify pumice content in natural soils. In: Soils and Foundations, v. 59, n. 2 (April 2019).

    https://doi.org/10.1016/j.sandf.2019.01.002

  3. Pardo, G. S. / Orense, R. P. / Sarmah, A. K. (2018): Cyclic strength of sand mixed with biochar: Some preliminary results. In: Soils and Foundations, v. 58, n. 1 (February 2018).

    https://doi.org/10.1016/j.sandf.2017.11.004

  4. Hyodo, M. / Orense, R. P. / Noda, S. / Furukawa, S. / Furui, T. (2012): Slope failures in residential land on valley fills in Yamamoto town. In: Soils and Foundations, v. 52, n. 5 (October 2012).

    https://doi.org/10.1016/j.sandf.2012.11.015

  5. Lees, J. J. / Ballagh, R. H. / Orense, R. P. / Van Ballegooy, S. (2015): CPT-based analysis of liquefaction and re-liquefaction following the Canterbury earthquake sequence. In: Soil Dynamics and Earthquake Engineering, v. 79 (December 2015).

    https://doi.org/10.1016/j.soildyn.2015.02.004

  6. Towhata, I. / Vargas-Monge, W. / Orense, R. P. / Yao, M. (1999): Shaking table tests on subgrade reaction of pipe embedded in sandy liquefied subsoil. In: Soil Dynamics and Earthquake Engineering, v. 18, n. 5 (July 1999).

    https://doi.org/10.1016/s0267-7261(99)00008-1

  7. Orense, R. P. / Morimoto, I. / Yamamoto, Y. / Yumiyama, T. / Yamamoto, H. / Sugawara, K. (2003): Study on wall-type gravel drains as liquefaction countermeasure for underground structures. In: Soil Dynamics and Earthquake Engineering, v. 23, n. 1 (January 2003).

    https://doi.org/10.1016/s0267-7261(02)00152-5

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