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Ricardo Dobry

Die folgende Bibliografie enthält alle in dieser Datenbank indizierten Veröffentlichungen, die mit diesem Namen als Autor, Herausgeber oder anderweitig Beitragenden verbunden sind.

  1. Ghazy, Mohamed E. / Abdoun, Tarek / Dobry, Ricardo / El-Sekelly, Waleed (2024): Centrifuge modeling-of-models investigation on earthquake-induced excess pore pressure behavior of silty sand. In: Soil Dynamics and Earthquake Engineering, v. 185 (Oktober 2024).

    https://doi.org/10.1016/j.soildyn.2024.108906

  2. El-Sekelly, Waleed / Dobry, Ricardo / Abdoun, Tarek (2023): A numerical approach for simulation of stress-controlled cyclic shear loading in a soil column considering partial drainage. In: Soil Dynamics and Earthquake Engineering, v. 174 (November 2023).

    https://doi.org/10.1016/j.soildyn.2023.108191

  3. González, Lenart / Abdoun, Tarek / Dobry, Ricardo (2009): Effect of Soil Permeability on Centrifuge Modeling of Pile Response to Lateral Spreading. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 135, n. 1 (Januar 2009).

    https://doi.org/10.1061/(ASCE)1090-0241(2009)135:1(62)

  4. Abdoun, Tarek / Dobry, Ricardo / O’Rourke, Thomas D. / Goh, S. H. (2003): Pile Response to Lateral Spreads: Centrifuge Modeling. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 129, n. 10 (Oktober 2003).

    https://doi.org/10.1061/(ASCE)1090-0241(2003)129:10(869)

  5. Dobry, Ricardo / Gazetas, George (1986): Dynamic Response of Arbitrarily Shaped Foundations. In: Journal of Geotechnical Engineering (ASCE), v. 112, n. 2 (Februar 1986).

    https://doi.org/10.1061/(ASCE)0733-9410(1986)112:2(109)

  6. Liu, Lee / Dobry, Ricardo (1997): Seismic Response of Shallow Foundation on Liquefiable Sand. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 123, n. 6 (Juni 1997).

    https://doi.org/10.1061/(ASCE)1090-0241(1997)123:6(557)

  7. El-Sekelly, Waleed / Dobry, Ricardo / Abdoun, Tarek / Ni, Min (2022): Evaluation of field sand liquefaction including partial drainage under low and high overburden using a generalized bounding surface model. In: Soil Dynamics and Earthquake Engineering, v. 152 (Januar 2022).

    https://doi.org/10.1016/j.soildyn.2021.107059

  8. Dobry, Ricardo (1971): Steady-State Response of Yielding Shear Structure. In: Journal of the Engineering Mechanics Division (ASCE), v. 97, n. 5 (Oktober 1971).

    https://doi.org/10.1061/jmcea3.0001501

  9. Roesset, Jose M. / Whitman, Robert V. / Dobry, Ricardo (1973): Modal Analysis for Structures with Foundation Interaction. In: Journal of the Structural Division (ASCE), v. 99, n. 3 (März 1973).

    https://doi.org/10.1061/jsdeag.0003457

  10. Elgamal, Ahmedw / Zeghal, Mourad / Taboada, Victor / Dobry, Ricardo (1996): Analysis of Site Liquefaction and Lateral Spreading Using Centrifuge Testing Records. In: Soils and Foundations, v. 36, n. 2 (Juni 1996).

    https://doi.org/10.3208/sandf.36.2_111

  11. Okamura, Mitsu / Abdoun, Tarek H. / Dobry, Ricardo / Sharp, Michael K. / Taboada, Victor M. (2001): Effects of Sand Permeability and Weak Aftershocks on Earthquake-Induced Lateral Spreading. In: Soils and Foundations, v. 41, n. 6 (Dezember 2001).

    https://doi.org/10.3208/sandf.41.6_63

  12. Vucetic, Mladen / Dobry, Ricardo (1991): Effect of Soil Plasticity on Cyclic Response. In: Journal of Geotechnical Engineering (ASCE), v. 117, n. 1 (Januar 1991).

    https://doi.org/10.1061/(ASCE)0733-9410(1991)117:1(89)

  13. Gazetas, George / Dobry, Ricardo (1984): Horizontal Response of Piles in Layered Soils. In: Journal of Geotechnical Engineering (ASCE), v. 110, n. 1 (Januar 1984).

    https://doi.org/10.1061/(ASCE)0733-9410(1984)110:1(20)

  14. Dobry, Ricardo / Petrakis, Emmanuel (1990): Micromechanical model to predict sand Densification by Cyclic Straining. In: Journal of Engineering Mechanics (ASCE), v. 116, n. 2 (Februar 1990).

    https://doi.org/10.1061/(asce)0733-9399(1990)116:2(288)

  15. Marcuson, W. F. / Dobry, Ricardo / Nelson, John D. / Woods, Richard D. / Youd, T. L. (1991): Issues in Geotechnical Engineering Education. In: Journal of Professional Issues in Engineering Education and Practice, v. 117, n. 1 (Januar 1991).

    https://doi.org/10.1061/(asce)1052-3928(1991)117:1(1)

  16. Gazetas, George / Dobry, Ricardo (1984): Simple Radiation Damping Model for Piles and Footings. In: Journal of Engineering Mechanics (ASCE), v. 110, n. 6 (Juni 1984).

    https://doi.org/10.1061/(ASCE)0733-9399(1984)110:6(937)

  17. Dobry, Ricardo / Abdoun, Tarek (2015): 3rd Ishihara Lecture: An investigation into why liquefaction charts work: A necessary step toward integrating the states of art and practice. In: Soil Dynamics and Earthquake Engineering, v. 68 (Januar 2015).

    https://doi.org/10.1016/j.soildyn.2014.09.011

  18. Dobry, Ricardo (2014): Simplified methods in Soil Dynamics. In: Soil Dynamics and Earthquake Engineering, v. 61, n. 61-62 (Juni 2014).

    https://doi.org/10.1016/j.soildyn.2014.02.008

  19. Abdoun, Tarek / Dobry, Ricardo (2002): Evaluation of pile foundation response to lateral spreading. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 9-12 (Oktober 2002).

    https://doi.org/10.1016/s0267-7261(02)00130-6

  20. Abdoun, Tarek / Dobry, Ricardo / Zimmie, Thomas F. / Zeghal, Mourad (2005): Centrifuge Research Of Countermeasures To Protect Pile Foundations Against Liquefaction-induced Lateral Spreading. In: Journal of Earthquake Engineering, v. 9, n. 1 ( 2005).

    https://doi.org/10.1080/13632460509350581

  21. He, Liangcai / Elgamal, Ahmed / Abdoun, Tarek / Abe, Akio / Dobry, Ricardo / Hamada, Masanori / Menses, Jorge / Sato, Masayoshi / Shantz, Thomas / Tokimatsu, Kohji (2009): Liquefaction-Induced Lateral Load on Pile in a Medium DrSand Layer. In: Journal of Earthquake Engineering, v. 13, n. 7 ( 2009).

    https://doi.org/10.1080/13632460903038607

  22. O'Rourke, Michael J. / Bloom, Mary C. / Dobry, Ricardo (1982): Apparent propagation velocity of body waves. In: Earthquake Engineering and Structural Dynamics, v. 10, n. 2 (März 1982).

    https://doi.org/10.1002/eqe.4290100209

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