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B. K. Maheshwari ORCID

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. Maheshwari, B. K. / Firoj, Mohd (2024): Seismic response of combined piled raft foundation using advanced liquefaction model. In: Soil Dynamics and Earthquake Engineering, v. 181 (June 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. In: International Journal of Geomechanics, v. 23, n. 9 (September 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. In: Soil Dynamics and Earthquake Engineering, v. 158 (July 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. In: International Journal of Geomechanics, v. 5, n. 1 (March 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. In: International Journal of Geomechanics, v. 11, n. 4 (August 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. In: International Journal of Geomechanics, v. 12, n. 1 (February 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. In: International Journal of Geomechanics, v. 14, n. 1 (February 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. In: International Journal of Geomechanics, v. 15, n. 3 (June 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. In: International Journal of Geomechanics, v. 16, n. 1 (February 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. In: Soils and Foundations, v. 46, n. 4 (August 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. In: Soil Dynamics and Earthquake Engineering, v. 24, n. 4 (June 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. In: Soil Dynamics and Earthquake Engineering, v. 29, n. 6 (June 2009).

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

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