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K. Pan 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. Jiang, M. D. / Xu, M. Q. / Wu, Q. X. / Pan, K. / Yang, Z. X. (2022): Discrete-Element Simulation of Dense Sand under Uni- and Bidirectional Cyclic Simple Shear Considering Initial Static Shear Effect. Dans: International Journal of Geomechanics, v. 22, n. 12 (décembre 2022).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002560

  2. Zhou, G. Y. / Pan, K. / Yang, Z. X. (2023): Energy-based assessment of cyclic liquefaction behavior of clean and silty sand under sustained initial stress conditions. Dans: Soil Dynamics and Earthquake Engineering, v. 164 (janvier 2023).

    https://doi.org/10.1016/j.soildyn.2022.107609

  3. Pan, K. / Yang, Z. X. / Xu, T. T. (2018): Impact of Static Preshearing on Undrained Anisotropy and Shear Characteristics of Sand. Dans: International Journal of Geomechanics, v. 18, n. 12 (décembre 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001319

  4. Pan, X. D. / Chen, J. Q. / Pan, K. / Xu, X. / Jiang, J. W. / Yang, Z. X. (2021): Cyclic flow behavior of anisotropically consolidated sand with a small amount of fines. Dans: Soil Dynamics and Earthquake Engineering, v. 146 (juillet 2021).

    https://doi.org/10.1016/j.soildyn.2021.106778

  5. Wu, Q. X. / Pan, K. / Yang, Z. X. (2021): Undrained cyclic behavior of granular materials considering initial static shear effect: Insights from discrete element modeling. Dans: Soil Dynamics and Earthquake Engineering, v. 143 (avril 2021).

    https://doi.org/10.1016/j.soildyn.2021.106597

  6. Pan, K. / Zhou, G. Y. / Yang, Z. X. / Cai, Y. Q. (2020): Comparison of cyclic liquefaction behavior of clean and silty sands considering static shear effect. Dans: Soil Dynamics and Earthquake Engineering, v. 139 (décembre 2020).

    https://doi.org/10.1016/j.soildyn.2020.106338

  7. Pan, K. / Cai, Y. Q. / Yang, Z. X. / Pan, X. D. (2019): Liquefaction of sand under monotonic and cyclic shear conditions: Impact of drained preloading history. Dans: Soil Dynamics and Earthquake Engineering, v. 126 (novembre 2019).

    https://doi.org/10.1016/j.soildyn.2019.105775

  8. Yang, Z. X. / Pan, K. (2017): Flow deformation and cyclic resistance of saturated loose sand considering initial static shear effect. Dans: Soil Dynamics and Earthquake Engineering, v. 92 (janvier 2017).

    https://doi.org/10.1016/j.soildyn.2016.09.002

  9. Pan, K. / Yang, Z. X. (2020): Evaluation of the Liquefaction Potential of Sand under Random Loading Conditions: Equivalent Approach Versus Energy-Based Method. Dans: Journal of Earthquake Engineering, v. 24, n. 1 ( 2020).

    https://doi.org/10.1080/13632469.2017.1398693

  10. Yang, Z. X. / Pan, K. (2018): Energy-Based Approach to Quantify Cyclic Resistance and Pore Pressure Generation in Anisotropically Consolidated Sand. Dans: Journal of Materials in Civil Engineering (ASCE), v. 30, n. 9 (septembre 2018).

    https://doi.org/10.1061/(asce)mt.1943-5533.0002419

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