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A. V. Lyamin

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

  1. Tschuchnigg, F. / Schweiger, H. F. / Sloan, S. W. / Lyamin, A. V. / Raissakis, I. (2015): Comparison of finite-element limit analysis and strength reduction techniques. In: Géotechnique, v. 65, n. 4 (April 2015).

    https://doi.org/10.1680/geot.14.P.022

  2. Lyamin, A. V. / Salgado, R. / Sloan, S. W. / Prezzi, M. (2007): Two- and three-dimensional bearing capacity of footings in sand. In: Géotechnique, v. 57, n. 8 (Oktober 2007).

    https://doi.org/10.1680/geot.2007.57.8.647

  3. Merifield, R. S. / Lyamin, A. V. / Sloan, S. W. (2006): Three-dimensional lower-bound solutions for the stability of plate anchors in sand. In: Géotechnique, v. 56, n. 2 (März 2006).

    https://doi.org/10.1680/geot.2006.56.2.123

  4. Salgado, R. / Lyamin, A. V. / Sloan, S. W. / Yu, H. S. (2004): Two- and three-dimensional bearing capacity of foundations in clay. In: Géotechnique, v. 54, n. 5 (Juni 2004).

    https://doi.org/10.1680/geot.2004.54.5.297

  5. Ali, Abid / Lyamin, A. V. / Huang, Jinsong / Sloan, S. W. / Cassidy, M. J. (2017): Undrained stability of a single circular tunnel in spatially variable soil subjected to surcharge loading. In: Computers and Geotechnics, v. 84 (April 2017).

    https://doi.org/10.1016/j.compgeo.2016.11.013

  6. Shiau, J. S. / Merifield, R. S. / Lyamin, A. V. / Sloan, S. W. (2011): Undrained Stability of Footings on Slopes. In: International Journal of Geomechanics, v. 11, n. 5 (Oktober 2011).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000092

  7. Li, A. J. / Merifield, R. S. / Lin, H. D. / Lyamin, A. V. (2014): Trench Stability under Bentonite Pressure in Purely Cohesive Clay. In: International Journal of Geomechanics, v. 14, n. 1 (Februar 2014).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000292

  8. Qian, Z. G. / Li, A. J. / Merifield, R. S. / Lyamin, A. V. (2015): Slope Stability Charts for Two-Layered Purely Cohesive Soils Based on Finite-Element Limit Analysis Methods. In: International Journal of Geomechanics, v. 15, n. 3 (Juni 2015).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000438

  9. Lim, K. / Lyamin, A. V. / Cassidy, M. J. / Li, A. J. (2016): Three-Dimensional Slope Stability Charts for Frictional Fill Materials Placed on Purely Cohesive Clay. In: International Journal of Geomechanics, v. 16, n. 2 (April 2016).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000526

  10. Lim, K. / Li, A. J. / Schmid, A. / Lyamin, A. V. (2017): Slope-Stability Assessments Using Finite-Element Limit-Analysis Methods. In: International Journal of Geomechanics, v. 17, n. 2 (Februar 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000715

  11. Lim, K. / Cassidy, M. J. / Li, A. J. / Lyamin, A. V. (2017): Mean Parametric Monte Carlo Study of Fill Slopes. In: International Journal of Geomechanics, v. 17, n. 4 (April 2017).

    https://doi.org/10.1061/(asce)gm.1943-5622.0000812

  12. Yu, S. B. / Merifield, R. S. / Lyamin, A. V. / Fu, X. D. (2014): Kinematic limit analysis of pullout capacity for plate anchors in sandy slopes. In: Structural Engineering and Mechanics, v. 51, n. 4 (August 2014).

    https://doi.org/10.12989/sem.2014.51.4.565

  13. Qian, Z. G. / Li, A. J. / Chen, W. C. / Lyamin, A. V. / Jiang, J. C. (2019): An artificial neural network approach to inhomogeneous soil slope stability predictions based on limit analysis methods. In: Soils and Foundations, v. 59, n. 2 (April 2019).

    https://doi.org/10.1016/j.sandf.2018.10.008

  14. Li, A. J. / Khoo, S. / Lyamin, A. V. / Wang, Y. (2016): Rock slope stability analyses using extreme learning neural network and terminal steepest descent algorithm. In: Automation in Construction, v. 65 (Mai 2016).

    https://doi.org/10.1016/j.autcon.2016.02.004

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