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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. Wang, Juntian / Yang, Yunming / Li, Xiang / Liu, Enlong / Yu, Hai-Sui (2024): Energy dissipation in monotonic and cyclic simple shear tests considering initial static shear stress. In: Soil Dynamics and Earthquake Engineering, v. 180 (May 2024).

    https://doi.org/10.1016/j.soildyn.2024.108576

  2. Wang, Juntian / Yang, Yunming / Yu, Hai-Sui / Yu, Qihao / Li, Xiang (2023): Influence of Consolidation Shear Stress Magnitude and Orientation on Stress–Strain Behavior of Sand under Traffic Loading. In: International Journal of Geomechanics, v. 23, n. 2 (February 2023).

    https://doi.org/10.1061/ijgnai.gmeng-7418

  3. Zhuang, Pei-Zhi / Yang, He / Yue, Hong-Ya / Fuentes, Raul / Yu, Hai-Sui (2022): Plasticity solutions for ground deformation prediction of shallow tunnels in undrained clay. In: Tunnelling and Underground Space Technology, v. 120 (February 2022).

    https://doi.org/10.1016/j.tust.2021.104277

  4. Jiang, Mingjing / Leroueil, Serge / Zhu, Hehua / Yu, Hai-Sui / Konrad, Jean-Marie (2009): Two-Dimensional Discrete Element Theory for Rough Particles. In: International Journal of Geomechanics, v. 9, n. 1 (January 2009).

    https://doi.org/10.1061/(asce)1532-3641(2009)9:1(20)

  5. Falagush, O. / McDowell, G. R. / Yu, Hai-Sui (2015): Discrete Element Modeling of Cone Penetration Tests Incorporating Particle Shape and Crushing. In: International Journal of Geomechanics, v. 15, n. 6 (December 2015).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000463

  6. Li, Yao / Yang, Yunming / Yu, Hai-Sui / Roberts, Gethin (2017): Monotonic Direct Simple Shear Tests on Sand under Multidirectional Loading. In: International Journal of Geomechanics, v. 17, n. 1 (January 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000673

  7. Mo, Pin-Qiang / Yu, Hai-Sui (2017): Undrained Cavity-Contraction Analysis for Prediction of Soil Behavior around Tunnels. In: International Journal of Geomechanics, v. 17, n. 5 (May 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000816

  8. Liu, En-long / Yu, Hai-Sui / Zhou, Cheng / Nie, Qing / Luo, Kai-Tai (2017): A Binary-Medium Constitutive Model for Artificially Structured Soils Based on the Disturbed State Concept and Homogenization Theory. In: International Journal of Geomechanics, v. 17, n. 7 (July 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000859

  9. Hu, Nian / Shang, Xiang-Yu / Yu, Hai-Sui (2018): Theoretical Analysis of Pressure-Dependent K 0 for Normally Consolidated Clays Using Critical State Soil Models. In: International Journal of Geomechanics, v. 18, n. 3 (March 2018).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001075

  10. Yuan, Ran / Yu, Hai-Sui / Zhang, Jia-Rong / Fang, Yong (2019): Noncoaxial Theory of Plasticity Incorporating Initial Soil Anisotropy. In: International Journal of Geomechanics, v. 19, n. 12 (December 2019).

    https://doi.org/10.1061/(asce)gm.1943-5622.0001513

  11. Song, Xiu-Guang / Yang, He / Yue, Hong-Ya / Guo, Xu / Yu, Hai-Sui / Zhuang, Pei-Zhi (2021): Closed-form solutions for large strain analysis of cavity contraction in a bounded Mohr-Coulomb medium. In: European Journal of Environmental and Civil Engineering, v. 26, n. 10 (March 2021).

    https://doi.org/10.1080/19648189.2020.1857309

  12. Mo, Pin-Qiang / Marshall, Alec M. / Yu, Hai-Sui (2017): Layered effects on soil displacement around a penetrometer. In: Soils and Foundations, v. 57, n. 4 (August 2017).

    https://doi.org/10.1016/j.sandf.2017.04.007

  13. Liu, Shu / Wang, Juan / Yu, Hai-Sui / Wanatowski, Dariusz (2018): Shakedown for slab track substructures with stiffness variation. In: Geotechnical Research, v. 5, n. 1 (March 2018).

    https://doi.org/10.1680/jgere.17.00018

  14. Chi, Yin / Xu, Lihua / Yu, Hai-Sui (2014): Constitutive modeling of steel-polypropylene hybrid fiber reinforced concrete using a non-associated plasticity and its numerical implementation. In: Composite Structures, v. 111 (May 2014).

    https://doi.org/10.1016/j.compstruct.2014.01.025

  15. Chi, Yin / Xu, Lihua / Yu, Hai-Sui (2014): Plasticity Model for Hybrid Fiber-Reinforced Concrete under True Triaxial Compression. In: Journal of Engineering Mechanics (ASCE), v. 140, n. 2 (February 2014).

    https://doi.org/10.1061/(asce)em.1943-7889.0000659

  16. Wang, Ji-Peng / Li, Xia / Yu, Hai-Sui (2017): Stress–Force–Fabric Relationship for Unsaturated Granular Materials in Pendular States. In: Journal of Engineering Mechanics (ASCE), v. 143, n. 9 (September 2017).

    https://doi.org/10.1061/(asce)em.1943-7889.0001283

  17. Wang, Zhe / Yang, Yunming / Yu, Hai-Sui / Muraleetharan, Kanthasamy K. (2016): Numerical simulation of earthquake-induced liquefactions considering the principal stress rotation. In: Soil Dynamics and Earthquake Engineering, v. 90 (November 2016).

    https://doi.org/10.1016/j.soildyn.2016.09.004

  18. Li, Yao / Yang, Yunming / Yu, Hai-Sui / Roberts, Gethin (2017): Correlations between the stress paths of a monotonic test and a cyclic test under the same initial conditions. In: Soil Dynamics and Earthquake Engineering, v. 101 (October 2017).

    https://doi.org/10.1016/j.soildyn.2017.07.023

  19. Li, Yao / Yang, Yunming / Yu, Hai-Sui / Roberts, Gethin (2017): Principal Stress Rotation under Bidirectional Simple Shear Loadings. In: KSCE Journal of Civil Engineering, v. 22, n. 5 (August 2017).

    https://doi.org/10.1007/s12205-017-0822-4

  20. Chen, Han-Mei / Yu, Hai-Sui / Smith, Martin J. (2016): Physical model tests and numerical simulation for assessing the stability of brick-lined tunnels. In: Tunnelling and Underground Space Technology, v. 53 (March 2016).

    https://doi.org/10.1016/j.tust.2016.01.016

  21. Yao, Yanming / Lu, Nan / Yang, Yunming / Cao, Yuxuan / Yu, Hai-Sui (2019): Study of long-termed displacements of a tunnel boring machine during its stoppage. In: Tunnelling and Underground Space Technology, v. 84 (February 2019).

    https://doi.org/10.1016/j.tust.2018.11.041

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