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Your selections:
A case study of ground response due to diaphragm wall installation
- Li, A.-J., Lin, H.-D., Merifield, R. S., Lyamin, A. V.
A numerical study on the applicability of the piezocone interpretation methods for hydraulic conductivity of clays
- Ansari, Y. H. H., Merifield, R. S., Sheng, D. C.
Advances in offshore and onshore anchoring solutions
- Gaudin, C., O'Loughlin, C. D., Randolph, M. F., Cassidy, M. J., Wang, D., Tian, Y., Hambleton, J. P., Merifield, R. S.
Effect of abutment angle on stress distribution under supercritical longwall panels
- Suchoweska, A. M., Merifield, R. S., Carter, J. P.
Effect of constitutive behaviour of strata on the prediction of subsidence above single-seam and multi-seam supercritical longwall panels
- Suchowerska, A. M., Carter, J. P., Hambleton, J. P., Merifield, R. S.
Effect of rock mass disturbance on the stability of rock slopes using the Hoek-Brown failure criterion
- Li, A. J., Merifield, R. S., Lyamin, A. V.
Effect of surface heave on response of partially embedded pipelines on clay
- Merifield, R. S., White, D. J., Randolph, M. F.
Evaluation of the CPT for assessing ground improvement by dynamic replacement
- Bates, L. J., Merifield, R. S.
Horizontal stress under supercritical longwall panels
- Suchowerska, A. M., Carter, J. P., Merifield, R. S.
Kinematic limit analysis of pullout capacity for plate anchors in sandy slopes
- Yu, S. B., Merifield, R. S., Lyamin, A. V., Fu, X. D.
Limit analysis solutions for three dimensional undrained slopes
Parametric Monte Carlo studies of rock slopes based on the Hoek-Brown failure criterion
- Li, A. J., Cassidy, M. J., Wang, Y., Merifield, R. S., Lyamin, A. V.
Prediction of underground cavity roof collapse using the Hoek-Brown failure criterion
- Suchowerska, A. M., Merifield, R. S., Carter, J. P.
- Suchowerska, A. M., Merifield, R. S., Carter, J. P., Clausen, J.
Rigorous plasticity solutions for the bearing capacity of two-layered clays
- Merifield, R. S., Sloan, S. W., Yu, H. S.
Seismic rock slope stability charts based on limit analysis methods
- Li, A. J., Lyamin, A. V., Merifield, R. S.
Slope stability charts for two-layered purely cohesive soils based on finite-element limit analysis methods
- Qian, Z. G., Li, A. J., Merifield, R. S., Lyamin, A. V.
Stability charts for rock slopes based on the Hoek-Brown failure criterion
Stability of inclined strip anchors in purely cohesive soil
- Merifield, R. S., Lyamin, Andrei Vadimovich, Sloan, Scott William
The effect of pipe-soil interface conditions on the undrained breakout resistance of partially-embedded pipelines
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