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Scott M. Olson

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. Long, James H. / Olson, Scott M. / Stark, Timothy D. / Samara, Emile A. (1998): Differential Movement at Embankment-Bridge Structure Interface in Illinois. Dans: Transportation Research Record: Journal of the Transportation Research Board, v. 1633, n. 1 (janvier 1998).

    https://doi.org/10.3141/1633-07

  2. Numanoglu, Ozgun A. / Hashash, Youssef M. A. / Olson, Scott M. / Cerna-Diaz, Alfonso / Rutherford, Cassandra J. / Bhaumik, Lopamudra / Centella R, Dylan M. / Weaver, Thomas (2023): A simplified three-dimensional constitutive model for seismic modeling of dense sands. Dans: Soil Dynamics and Earthquake Engineering, v. 167 (avril 2023).

    https://doi.org/10.1016/j.soildyn.2023.107794

  3. Seo, Min-Woo / Ha, Ik Soo / Kim, Yong-Seong / Olson, Scott M. (2009): Behavior of Concrete-Faced Rockfill Dams during Initial Impoundment. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 135, n. 8 (août 2009).

    https://doi.org/10.1061/(ASCE)GT.1943-5606.0000021

  4. Olson, Scott M. / Stark, Timothy D. / Walton, William H. / Castro, Gonzalo (2000): 1907 Static Liquefaction Flow Failure of the North Dike of Wachusett Dam. Dans: Journal of Geotechnical and Geoenvironmental Engineering, v. 126, n. 12 (décembre 2000).

    https://doi.org/10.1061/(asce)1090-0241(2000)126:12(1184)

  5. Mei, Xuan / Olson, Scott M. / Hashash, Youssef M. A. (2018): Empirical porewater pressure generation model parameters in 1-D seismic site response analysis. Dans: Soil Dynamics and Earthquake Engineering, v. 114 (novembre 2018).

    https://doi.org/10.1016/j.soildyn.2018.07.011

  6. Oka, Lalita G. / Dewoolkar, Mandar / Olson, Scott M. (2018): Comparing laboratory-based liquefaction resistance of a sand with non-plastic fines with shear wave velocity-based field case histories. Dans: Soil Dynamics and Earthquake Engineering, v. 113 (octobre 2018).

    https://doi.org/10.1016/j.soildyn.2018.05.028

  7. Ha, Ik-Soo / Olson, Scott M. / Seo, Min-Woo / Kim, Myoung-Mo (2011): Evaluation of reliquefaction resistance using shaking table tests. Dans: Soil Dynamics and Earthquake Engineering, v. 31, n. 4 (avril 2011).

    https://doi.org/10.1016/j.soildyn.2010.12.008

  8. Phillips, Camilo / Hashash, Youssef M. A. / Olson, Scott M. / Muszynski, Mark R. (2012): Significance of small strain damping and dilation parameters in numerical modeling of free-field lateral spreading centrifuge tests. Dans: Soil Dynamics and Earthquake Engineering, v. 42 (novembre 2012).

    https://doi.org/10.1016/j.soildyn.2012.06.001

  9. Oka, Lalita G. / Dewoolkar, Mandar M. / Olson, Scott M. (2012): Liquefaction assessment of cohesionless soils in the vicinity of large embankments. Dans: Soil Dynamics and Earthquake Engineering, v. 43 (décembre 2012).

    https://doi.org/10.1016/j.soildyn.2012.06.012

  10. Kozak, Derek L. / Luo, Jie / Olson, Scott M. / LaFave, James M. / Fahnestock, Larry A. (2019): Modification of Ground Motions for Use in Central North America. Dans: Journal of Earthquake Engineering, v. 23, n. 8 ( 2019).

    https://doi.org/10.1080/13632469.2017.1387190

  11. Hashash, Youssef M. A. / Kim, Byungmin / Olson, Scott M. / Ahmad, Irshad (2012): Seismic Hazard Analysis Using Discrete Faults in Northwestern Pakistan: Part II – Results of Seismic Hazard Analysis. Dans: Journal of Earthquake Engineering, v. 16, n. 8 ( 2012).

    https://doi.org/10.1080/13632469.2012.681424

  12. Hashash, Youssef M. A. / Kim, Byungmin / Olson, Scott M. / Ahmad, Irshad (2012): Seismic Hazard Analysis Using Discrete Faults in Northwestern Pakistan: Part I – Methodology and Evaluation. Dans: Journal of Earthquake Engineering, v. 16, n. 7 ( 2012).

    https://doi.org/10.1080/13632469.2012.681423

  13. Borello, Daniel J. / Andrawes, Bassem / Hajjar, Jerome F. / Olson, Scott M. / Hansen, James (2010): Experimental and analytical investigation of bridge timber piles under eccentric loads. Dans: Engineering Structures, v. 32, n. 8 (août 2010).

    https://doi.org/10.1016/j.engstruct.2010.03.026

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