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Z. X. Yang 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. Chen, Z. P. / Zang, Y. W. / Yang, Z. X. / Xu, R. Q. / Gong, X. N. / Yan, J. J. / Wang, J. C. (2024): Analytical solution for longitudinal dynamic response of shield tunnel linings using the state-space method. Dans: Computers and Geotechnics, v. 169 (mai 2024).

    https://doi.org/10.1016/j.compgeo.2024.106104

  2. Jardine, R. J. / Zhu, B. T. / Foray, P. / Yang, Z. X. (2013): Measurement of stresses around closed-ended displacement piles in sand. Dans: Géotechnique, v. 63, n. 1 (janvier 2013).

    https://doi.org/10.1680/geot.9.P.137

  3. Yang, Z. X. / Jardine, R. J. / Zhu, B. T. / Foray, P. / Tsuha, C. H. C. (2010): Sand grain crushing and interface shearing during displacement pile installation in sand. Dans: Géotechnique, v. 60, n. 6 (juin 2010).

    https://doi.org/10.1680/geot.2010.60.6.469

  4. Yang, Z. X. / Li, X. S. / Yang, J. (2008): Quantifying and modelling fabric anisotropy of granular soils. Dans: Géotechnique, v. 58, n. 4 (avril 2008).

    https://doi.org/10.1680/geot.2008.58.4.237

  5. Yang, Z. X. / Li, X. S. / Yang, J. (2007): Undrained anisotropy and rotational shear in granular soil. Dans: Géotechnique, v. 57, n. 4 (mai 2007).

    https://doi.org/10.1680/geot.2007.57.4.371

  6. Yu, Y. / Yang, Z. X. (2023): Bounding Surface Plasticity Model for Clay under Cyclic Loading Conditions Considering Fabric Anisotropy. Dans: Journal of Engineering Mechanics (ASCE), v. 149, n. 9 (septembre 2023).

    https://doi.org/10.1061/jenmdt.emeng-7148

  7. Chen, Z. P. / Wang, J. C. / Xu, R. Q. / Yang, Z. X. / Gong, X. N. (2023): Dynamic analysis of segmental linings of shield tunnels using a state space method and its application in physical test interpretation. Dans: Tunnelling and Underground Space Technology, v. 137 (juillet 2023).

    https://doi.org/10.1016/j.tust.2023.105103

  8. 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

  9. 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

  10. Huang, W. M. / Wang, J. C. / Yang, Z. X. / Xu, R. Q. (2022): Analytical method for structural analysis of segmental lining interaction with nonlinear surrounding soil and its application in physical test interpretation. Dans: Tunnelling and Underground Space Technology, v. 127 (septembre 2022).

    https://doi.org/10.1016/j.tust.2022.104601

  11. Liao, D. / Yang, Z. X. (2022): Hypoplastic Modeling of Anisotropic Sand Behavior Accounting for Rotation of Principal Stress Direction. Dans: Journal of Engineering Mechanics (ASCE), v. 148, n. 10 (octobre 2022).

    https://doi.org/10.1061/(asce)em.1943-7889.0002147

  12. Huang, W. M. / Wang, J. C. / Yang, Z. X. / Xu, R. Q. (2022): Analytical analysis of the longitudinal response of shield tunnel lining considering ring-to-ring interaction. Dans: Computers and Geotechnics, v. 146 (juin 2022).

    https://doi.org/10.1016/j.compgeo.2022.104705

  13. Liao, D. / Yang, Z. X. (2022): Hypoplastic model for sand under multidirectional shearing conditions considering fabric change effect. Dans: Soil Dynamics and Earthquake Engineering, v. 155 (avril 2022).

    https://doi.org/10.1016/j.soildyn.2022.107168

  14. Huang, W. M. / Wang, J.C / Yang, Z. X. / Xu, R. Q. (2021): Analytical model for segmental tunnel lining with nonlinear joints. Dans: Tunnelling and Underground Space Technology, v. 114 (août 2021).

    https://doi.org/10.1016/j.tust.2021.103994

  15. Yang, Z. X. / Wu, Y. (2017): Critical State for Anisotropic Granular Materials: A Discrete Element Perspective. Dans: International Journal of Geomechanics, v. 17, n. 2 (février 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000720

  16. Yang, Z. X. / Chen, D. H. (2018): Advance Characterization and Modeling of Geomaterials and Geosystems. Dans: International Journal of Geomechanics, v. 18, n. 6 (juin 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001180

  17. 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

  18. Zhang, X. D. / Wang, J. C. / Chen, Q. J. / Lin, Z. J. / Gong, X. N. / Yang, Z. X. / Xu, R. Q. (2021): Analytical Method for Segmental Tunnel Linings Reinforced by Secondary Lining Considering Interfacial Slippage and Detachment. Dans: International Journal of Geomechanics, v. 21, n. 6 (juin 2021).

    https://doi.org/10.1061/(asce)gm.1943-5622.0002025

  19. 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

  20. Tsuha, C. H. C. / Foray, P. Y. / Jardine, R. J. / Yang, Z. X. / Silva, M. / Rimoy, S. (2012): Behaviour of displacement piles in sand under cyclic axial loading. Dans: Soils and Foundations, v. 52, n. 3 (juin 2012).

    https://doi.org/10.1016/j.sandf.2012.05.002

  21. Wu, Q. X. / Yang, Z. X. (2021): Novel Undrained Servomechanism in Discrete-Element Modeling and Its Application in Multidirectional Cyclic Shearing Simulations. Dans: Journal of Engineering Mechanics (ASCE), v. 147, n. 3 (mars 2021).

    https://doi.org/10.1061/(asce)em.1943-7889.0001896

  22. Yang, Z. X. / Dang, P. F. / Han, Q. K. / Jin, Z. H. (2018): Natural characteristics analysis of magneto-electro-elastic multilayered plate using analytical and finite element method. Dans: Composite Structures, v. 185 (février 2018).

    https://doi.org/10.1016/j.compstruct.2017.11.031

  23. 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

  24. Yan, Z. / Sun, X. P. / Yang, Z. X. / Fu, D. F. (2020): Lateral Bearing Performance of a Defective Pile-Supported Wharf with Batter Piles. Dans: Journal of Waterway, Port, Coastal, and Ocean Engineering, v. 146, n. 5 (septembre 2020).

    https://doi.org/10.1061/(asce)ww.1943-5460.0000597

  25. Wang, J. C. / Huang, W. M. / Xu, R. Q. / Yang, Z. X. (2020): Analytical Solution for Segmental-Tunnel Lining Incorporating Interaction between Adjacent Rings. Dans: Journal of Engineering Mechanics (ASCE), v. 146, n. 7 (juillet 2020).

    https://doi.org/10.1061/(asce)em.1943-7889.0001799

  26. Wang, J. F. / Zhang, J. T. / Xu, R. Q. / Yang, Z. X. (2019): Evaluation of Thermal Effects on Cable Forces of a Long-Span Prestressed Concrete Cable–Stayed Bridge. Dans: Journal of Performance of Constructed Facilities (ASCE), v. 33, n. 6 (décembre 2019).

    https://doi.org/10.1061/(asce)cf.1943-5509.0001348

  27. 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

  28. 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

  29. 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

  30. 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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