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Evaluation of the CPT for assessing ground improvement by dynamic replacement |
Bates, L. J.; Merifield, R. S. |
2010 |
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Three-dimensional stability charts for slopes based on limit analysis methods |
Li, A . J.; Merifield, R. S.; Lyamin, A. V. |
2010 |
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The ultimate uplift capacity of multi-plate strip anchors in undrained clay |
Merifield, R. S.; Smith, C. C. |
2010 |
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Effect of surface heave on response of partially embedded pipelines on clay |
Merifield, R. S.; White, D. J.; Randolph, M. F. |
2009 |
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Limit analysis solutions for three dimensional undrained slopes |
Li, A. J.; Merifield, R. S.; Lyamin, A. V. |
2009 |
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Seismic rock slope stability charts based on limit analysis methods |
Li, A. J.; Lyamin, A. V.; Merifield, R. S. |
2009 |
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The effect of pipe-soil interface conditions on the undrained breakout resistance of partially-embedded pipelines |
Merifield, R. S.; White, D. J.; Randolph, M. F. |
2008 |
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Stability charts for rock slopes based on the Hoek-Brown failure criterion |
Li, A. J.; Merifield, R. S.; Lyamin, A. V. |
2008 |
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Stability of inclined strip anchors in purely cohesive soil |
Merifield, R. S.; Lyamin, Andrei Vadimovich; Sloan, Scott William |
2005 |
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List View
