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K. Pan 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. 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. In: International Journal of Geomechanics, v. 22, n. 12 (December 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. In: Soil Dynamics and Earthquake Engineering, v. 164 (January 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. In: International Journal of Geomechanics, v. 18, n. 12 (December 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. In: Soil Dynamics and Earthquake Engineering, v. 146 (July 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. In: Soil Dynamics and Earthquake Engineering, v. 143 (April 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. In: Soil Dynamics and Earthquake Engineering, v. 139 (December 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. In: Soil Dynamics and Earthquake Engineering, v. 126 (November 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. In: Soil Dynamics and Earthquake Engineering, v. 92 (January 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. In: 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. In: Journal of Materials in Civil Engineering (ASCE), v. 30, n. 9 (September 2018).

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

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