Uplift behaviour of helical anchors in clay von WANG, D, MERIFIELD, R. S, GAUDIN, C

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Stability charts for rock slopes based on the Hoek–Brown failure criterion von Li, A.J., Merifield, R.S., Lyamin, A.V.

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Prediction of underground cavity roof collapse using the Hoek–Brown failure criterion von Suchowerska, A.M., Merifield, R.S., Carter, J.P., Clausen, J.

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Effect of rock mass disturbance on the stability of rock slopes using the Hoek–Brown failure criterion von Li, A.J., Merifield, R.S., Lyamin, A.V.

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Seismic rock slope stability charts based on limit analysis methods von Li, A.J., Lyamin, A.V., Merifield, R.S.

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Parametric Monte Carlo studies of rock slopes based on the Hoek–Brown failure criterion von Li, A.J., Cassidy, M.J., Wang, Y., Merifield, R.S., Lyamin, A.V.

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Limit analysis solutions for three dimensional undrained slopes von Li, A.J., Merifield, R.S., Lyamin, A.V.

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Vertical stress changes in multi-seam mining under supercritical longwall panels von Suchowerska, A.M., Merifield, R.S., Carter, J.P.

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The ultimate pullout capacity of anchors in frictional soils von Merifield, R S, Sloan, S W

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Horizontal stress under supercritical longwall panels von Suchowerska, A.M., Carter, J.P., Merifield, R.S.

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Three-dimensional stability charts for slopes based on limit analysis methods von Li, A. J, Merifield, R. S, Lyamin, A. V

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Limit analysis solutions for the bearing capacity of rock masses using the generalised Hoek–Brown criterion von Merifield, R.S., Lyamin, A.V., Sloan, S.W.

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The ultimate uplift capacity of multi-plate strip anchors in undrained clay von Merifield, R.S., Smith, C.C.

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