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X. S. Li

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

  1. Li, X. S. / Dafalias, Y. F. (2004): A constitutive framework for anisotropic sand including non-proportional loading. In: Géotechnique, v. 54, n. 1 (Januar 2004).

    https://doi.org/10.1680/geot.54.1.41.36329

  2. 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

  3. Li, X. S. / Dafalias, Y. F. (2000): Dilatancy for cohesionless soils. In: Géotechnique, v. 50, n. 4 (August 2000).

    https://doi.org/10.1680/geot.2000.50.4.449

  4. Su, D. / Li, X. S. (2008): Impact of multidirectional shaking on liquefaction potential of level sand deposits. In: Géotechnique, v. 58, n. 4 (April 2008).

    https://doi.org/10.1680/geot.2008.58.4.259

  5. Li, X. S. (2002): A sand model with state-dapendent dilatancy. In: Géotechnique, v. 52, n. 3 (April 2002).

    https://doi.org/10.1680/geot.2002.52.3.173

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

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

  7. Yang, J. / Li, X. S. (2004): State-Dependent Strength of Sands from the Perspective of Unified Modeling. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 130, n. 2 (Februar 2004).

    https://doi.org/10.1061/(ASCE)1090-0241(2004)130:2(186)

  8. Li, X. S. / Wang, Y. (1998): Linear Representation of Steady-State Line for Sand. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 124, n. 12 (Dezember 1998).

    https://doi.org/10.1061/(ASCE)1090-0241(1998)124:12(1215)

  9. Ming, H. Y. / Li, X. S. / Zheng, T. Y. (2011): Effects of soil density and earthquake intensity on flow deformation of the upper San Fernando dam. In: Géotechnique, v. 61, n. 12 (Dezember 2011).

    https://doi.org/10.1680/geot.9.p.004.3682

  10. Ming, H. Y. / Li, X. S. (2003): Fully Coupled Analysis of Failure and Remediation of Lower San Fernando Dam. In: Journal of Geotechnical and Geoenvironmental Engineering, v. 129, n. 4 (April 2003).

    https://doi.org/10.1061/(asce)1090-0241(2003)129:4(336)

  11. Ming, H. Y. / Li, X. S. / Dafalias, Y. F. (2007): Numerical Study of Impact of Soil Anisotropy on Seismic Performance of Retaining Structure. In: International Journal of Geomechanics, v. 7, n. 5 (September 2007).

    https://doi.org/10.1061/(asce)1532-3641(2007)7:5(382)

  12. Shu, S. / Muhunthan, B. / Li, X. S. (2011): Numerical Simulation of the Influence of Initial State of Sand on Element Tests and Micropile Performance. In: International Journal of Geomechanics, v. 11, n. 5 (Oktober 2011).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000095

  13. Gao, X. / Yu, Qingliang / Li, X. S. / Yuan, Yuliang (2020): Assessing the modification efficiency of waste glass powder in hydraulic construction materials. In: Construction and Building Materials, v. 263 (Dezember 2020).

    https://doi.org/10.1016/j.conbuildmat.2020.120111

  14. Li, X. S. / Dafalias, Y. F. (2020): Noncoaxiality between Two Tensors with Application to Stress Rate Decomposition and Fabric Anisotropy Variable. In: Journal of Engineering Mechanics (ASCE), v. 146, n. 3 (März 2020).

    https://doi.org/10.1061/(asce)em.1943-7889.0001730

  15. Li, X. S. (1996): Reduced-Order Sand Model for Ground Response Analysis. In: Journal of Engineering Mechanics (ASCE), v. 122, n. 9 (September 1996).

    https://doi.org/10.1061/(asce)0733-9399(1996)122:9(872)

  16. Li, X. S. (1997): Rotational shear effects on ground earthquake response. In: Soil Dynamics and Earthquake Engineering, v. 16, n. 1 (Januar 1997).

    https://doi.org/10.1016/s0267-7261(96)00032-2

  17. Ng, Charles W. W. / Li, X. S. / Van Laak, Paul A. / Hou, David Y. J. (2004): Centrifuge modeling of loose fill embankment subjected to uni-axial and bi-axial earthquakes. In: Soil Dynamics and Earthquake Engineering, v. 24, n. 4 (Juni 2004).

    https://doi.org/10.1016/j.soildyn.2003.12.002

  18. Li, X. S. / Ming, H. Y. (2000): Unified modeling of flow liquefaction and cyclic mobility. In: Soil Dynamics and Earthquake Engineering, v. 19, n. 5 (Juli 2000).

    https://doi.org/10.1016/s0267-7261(00)00022-1

  19. Sivathasan, K. / Li, X. S. / Muraleetharan, K. K. / Yogachandran, C. / Arulanandan, K. (2000): Application of three numerical procedures to evaluation of earthquake-induced damages. In: Soil Dynamics and Earthquake Engineering, v. 20, n. 5-8 (Dezember 2000).

    https://doi.org/10.1016/s0267-7261(00)00065-8

  20. Yang, J. / Sato, T. / Savidis, S. / Li, X. S. (2002): Horizontal and vertical components of earthquake ground motions at liquefiable sites. In: Soil Dynamics and Earthquake Engineering, v. 22, n. 3 (April 2002).

    https://doi.org/10.1016/s0267-7261(02)00010-6

  21. Yang, J. / Sato, T. / Li, X. S. (2000): Seismic Amplification at a Soft Soil Site with Liquefiable Layer. In: Journal of Earthquake Engineering, v. 4, n. 1 ( 2000).

    https://doi.org/10.1080/13632460009350360

  22. Sun, Yong / Li, X. S. (2017): probabilistic approach for assessing failure risk of cutting tools in underground excavation. In: Tunnelling and Underground Space Technology, v. 70 (November 2017).

    https://doi.org/10.1016/j.tust.2017.08.029

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