0
  • DE
  • EN
  • FR
  • Internationale Datenbank und Galerie für Ingenieurbauwerke

Anzeige

Z. X. Yang ORCID

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

  1. Xu, M. Q. / Yang, Z. X. (2024): Discrete-Element Quantification of the Noncoaxiality of Anisotropic Granular Materials under Orientational Rotational Shear. In: Journal of Engineering Mechanics (ASCE), v. 150, n. 9 (September 2024).

    https://doi.org/10.1061/jenmdt.emeng-7678

  2. 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. In: Computers and Geotechnics, v. 169 (Mai 2024).

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

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

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

  4. 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. In: Géotechnique, v. 60, n. 6 (Juni 2010).

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

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

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

  6. Yu, Y. / Yang, Z. X. (2023): Bounding Surface Plasticity Model for Clay under Cyclic Loading Conditions Considering Fabric Anisotropy. In: Journal of Engineering Mechanics (ASCE), v. 149, n. 9 (September 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. In: Tunnelling and Underground Space Technology, v. 137 (Juli 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. In: International Journal of Geomechanics, v. 22, n. 12 (Dezember 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. In: Soil Dynamics and Earthquake Engineering, v. 164 (Januar 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. In: Tunnelling and Underground Space Technology, v. 127 (September 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. In: Journal of Engineering Mechanics (ASCE), v. 148, n. 10 (Oktober 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. In: Computers and Geotechnics, v. 146 (Juni 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. In: Soil Dynamics and Earthquake Engineering, v. 155 (April 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. In: Tunnelling and Underground Space Technology, v. 114 (August 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. In: International Journal of Geomechanics, v. 17, n. 2 (Februar 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. In: International Journal of Geomechanics, v. 18, n. 6 (Juni 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. In: International Journal of Geomechanics, v. 18, n. 12 (Dezember 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. In: International Journal of Geomechanics, v. 21, n. 6 (Juni 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. In: Soil Dynamics and Earthquake Engineering, v. 146 (Juli 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. In: Soils and Foundations, v. 52, n. 3 (Juni 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. In: Journal of Engineering Mechanics (ASCE), v. 147, n. 3 (März 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. In: Composite Structures, v. 185 (Februar 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. In: Soil Dynamics and Earthquake Engineering, v. 139 (Dezember 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. In: Journal of Waterway, Port, Coastal, and Ocean Engineering, v. 146, n. 5 (September 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. In: Journal of Engineering Mechanics (ASCE), v. 146, n. 7 (Juli 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. In: Journal of Performance of Constructed Facilities (ASCE), v. 33, n. 6 (Dezember 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. In: Soil Dynamics and Earthquake Engineering, v. 126 (November 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. In: Soil Dynamics and Earthquake Engineering, v. 92 (Januar 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. In: 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. In: Journal of Materials in Civil Engineering (ASCE), v. 30, n. 9 (September 2018).

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

Eine Veröffentlichung suchen...

Nur verfügbar mit
Mein Structurae

Volltext
Structurae kooperiert mit
International Association for Bridge and Structural Engineering (IABSE)
e-mosty Magazine
e-BrIM Magazine