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R. S. Merifield

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. Merifield, R. S. / Sloan, S. W. / Yu, H. S. (2001): Stability of plate anchors in undrained clay. In: Géotechnique, v. 51, n. 2 (March 2001).

    https://doi.org/10.1680/geot.2001.51.2.141

  2. 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 (March 2006).

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

  3. Merifield, R. S. / Sloan, S. W. / Yu, H. S. (1999): Rigorous plasticity solutions for the bearing capacity of two-layered clays. In: Géotechnique, v. 49, n. 4 (August 1999).

    https://doi.org/10.1680/geot.1999.49.4.471

  4. 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 (October 2011).

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

  5. 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 (February 2014).

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

  6. 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 (June 2015).

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

  7. 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

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