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Amit Prashant ORCID

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

  1. Sharma, Sukrit / Prashant, Amit (2023): Seismic coefficients for pseudo-static analysis of wrap-faced GRS walls with nonlinear soil fills. In: Soil Dynamics and Earthquake Engineering, v. 171 (August 2023).

    https://doi.org/10.1016/j.soildyn.2023.107960

  2. Jadhav, Prajakta R. / Prashant, Amit (2022): Charts for Permanent Displacement-Based Seismic Design of Cantilever Retaining Walls. In: Journal of Earthquake Engineering, v. 27, n. 12 (November 2022).

    https://doi.org/10.1080/13632469.2022.2134943

  3. Jadhav, Prajakta R. / Prashant, Amit (2022): Scaling Factors Quantifying Seismic Load Uncertainty with Soil Nonlinearity Effect in Displacement-Based Design of Bridge Abutments. In: Journal of Bridge Engineering (ASCE), v. 27, n. 11 (November 2022).

    https://doi.org/10.1061/(asce)be.1943-5592.0001956

  4. Kolli, Mohan Krishna / Basu, Dhiman / Prashant, Amit (2022): Simplified 1D Elastic Modeling of Duo-Pile Foundation System Incorporating the Interaction Mechanisms Prevailing under Lateral Loads. In: Journal of Bridge Engineering (ASCE), v. 27, n. 4 (April 2022).

    https://doi.org/10.1061/(asce)be.1943-5592.0001850

  5. Lin, Han / Prashant, Amit / Penumadu, Dayakar (2006): Single Hardening Elasto-Plastic Model for Kaolin Clay with Loading-History-Dependent Plastic Potential Function. In: International Journal of Geomechanics, v. 6, n. 1 (Januar 2006).

    https://doi.org/10.1061/(asce)1532-3641(2006)6:1(55)

  6. Rani, Shivani / Prashant, Amit (2015): Estimation of the Linear Spring Constant for a Laterally Loaded Monopile Embedded in Nonlinear Soil. In: International Journal of Geomechanics, v. 15, n. 6 (Dezember 2015).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000441

  7. Mukherjee, Mousumi / Gupta, Anurag / Prashant, Amit (2017): Instability Analysis of Sand under Undrained Biaxial Loading with Rigid and Flexible Boundary. In: International Journal of Geomechanics, v. 17, n. 1 (Januar 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000690

  8. Bhattacharya, Debayan / Mukherjee, Mousumi / Prashant, Amit (2020): Perturbation Intensity and Mesh Convergence in Coupled Undrained Instability Analysis in Sands under Biaxial Loading. In: International Journal of Geomechanics, v. 20, n. 7 (Juli 2020).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001694

  9. Mukherjee, Mousumi / Prashant, Amit (2009): Evaluation of SASW Test Configurations and Associated Data Uncertainties in Generating Site Specific Dispersion Curves. In: Soils and Foundations, v. 49, n. 5 (Oktober 2009).

    https://doi.org/10.3208/sandf.49.699

  10. Jadhav, Prajakta R. / Prashant, Amit (2020): Computation of seismic translational and rotational displacements of cantilever retaining wall with shear key. In: Soil Dynamics and Earthquake Engineering, v. 130 (März 2020).

    https://doi.org/10.1016/j.soildyn.2019.105966

  11. Jadhav, Prajakta R. / Prashant, Amit (2019): Double wedge model for computing seismic sliding displacements of cantilever retaining walls. In: Soil Dynamics and Earthquake Engineering, v. 116 (Januar 2019).

    https://doi.org/10.1016/j.soildyn.2018.09.047

  12. Joshi, Shantanu / Prashant, Amit / Deb, Arghya / Jain, Sudhir K. (2011): Analysis of buried pipelines subjected to reverse fault motion. In: Soil Dynamics and Earthquake Engineering, v. 31, n. 7 (Juli 2011).

    https://doi.org/10.1016/j.soildyn.2011.02.003

  13. Chavan, Dhanaji / Mondal, Goutam / Prashant, Amit (2017): Seismic analysis of nailed soil slope considering interface effects. In: Soil Dynamics and Earthquake Engineering, v. 100 (September 2017).

    https://doi.org/10.1016/j.soildyn.2017.06.024

  14. Mondal, Goutam / Prashant, Amit / Jain, Sudhir K. (2012): Simplified seismic analysis of soil–well–pier system for bridges. In: Soil Dynamics and Earthquake Engineering, v. 32 (Januar 2012).

    https://doi.org/10.1016/j.soildyn.2011.08.002

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