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B. K. Maheshwari ORCID

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. Maheshwari, B. K. / Firoj, Mohd (2024): Seismic response of combined piled raft foundation using advanced liquefaction model. Dans: Soil Dynamics and Earthquake Engineering, v. 181 (juin 2024).

    https://doi.org/10.1016/j.soildyn.2024.108694

  2. Das, Sukanta / Maheshwari, B. K. (2023): Failure Mechanism of Slopes Subjected to Embedded Strip Footing Loads under Seismic Conditions. Dans: International Journal of Geomechanics, v. 23, n. 9 (septembre 2023).

    https://doi.org/10.1061/ijgnai.gmeng-8063

  3. Firoj, Mohd / Maheshwari, B. K. (2022): Effect of CPRF on nonlinear seismic response of an NPP structure considering raft-pile-soil-structure-interaction. Dans: Soil Dynamics and Earthquake Engineering, v. 158 (juillet 2022).

    https://doi.org/10.1016/j.soildyn.2022.107295

  4. Maheshwari, B. K. / Truman, K. Z. / Gould, P. L. / El Naggar, M. H. (2005): Three-Dimensional Nonlinear Seismic Analysis of Single Piles Using Finite Element Model: Effects of Plasticity of Soil. Dans: International Journal of Geomechanics, v. 5, n. 1 (mars 2005).

    https://doi.org/10.1061/(asce)1532-3641(2005)5:1(35)

  5. Maheshwari, B. K. / Sarkar, Rajib (2011): Seismic Behavior of Soil-Pile-Structure Interaction in Liquefiable Soils: Parametric Study. Dans: International Journal of Geomechanics, v. 11, n. 4 (août 2011).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000087

  6. Sarkar, Rajib / Maheshwari, B. K. (2012): Effects of Separation on the Behavior of Soil-Pile Interaction in Liquefiable Soils. Dans: International Journal of Geomechanics, v. 12, n. 1 (février 2012).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000074

  7. Syed, N. M. / Maheshwari, B. K. (2014): Modeling Using Coupled FEM-SBFEM for Three-Dimensional Seismic SSI in Time Domain. Dans: International Journal of Geomechanics, v. 14, n. 1 (février 2014).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000296

  8. Maheshwari, B. K. / Emani, Pavan K. (2015): Three-Dimensional Nonlinear Seismic Analysis of Pile Groups Using FE-CIFECM Coupling in a Hybrid Domain and HISS Plasticity Model. Dans: International Journal of Geomechanics, v. 15, n. 3 (juin 2015).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000335

  9. Maheshwari, B. K. / Syed, N. M. (2016): Verification of Implementation of HiSS Soil Model in the Coupled FEM–SBFEM SSI Analysis. Dans: International Journal of Geomechanics, v. 16, n. 1 (février 2016).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000511

  10. Maheshwari, B. K. / Watanabe, H. (2006): Nonlinear Dynamic Behavior of Pile Foundations: Effects of Separation at the Soil-Pile Interface. Dans: Soils and Foundations, v. 46, n. 4 (août 2006).

    https://doi.org/10.3208/sandf.46.437

  11. Maheshwari, B. K. / Truman, K. Z. / El Naggar, M. H. / Gould, P. L. (2004): Three-dimensional nonlinear analysis for seismic soil–pile-structure interaction. Dans: Soil Dynamics and Earthquake Engineering, v. 24, n. 4 (juin 2004).

    https://doi.org/10.1016/j.soildyn.2004.01.001

  12. Emani, P. K. / Maheshwari, B. K. (2009): Dynamic impedances of pile groups with embedded caps in homogeneous elastic soils using CIFECM. Dans: Soil Dynamics and Earthquake Engineering, v. 29, n. 6 (juin 2009).

    https://doi.org/10.1016/j.soildyn.2008.11.003

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