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.

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 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.

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.

Trench stability under bentonite pressure in purely cohesive clay

- Li, A. J., Merifield, R. S., Lin, H. D., Lyamin, A. V.

Uplift behaviour of helical anchors in clay

- Wang, D., Merifield, R. S., Gaudin, C.

Vertical stress changes in multi-seam mining under supercritical longwall panels

- Suchowerska, A. M., Merifield, R. S., Carter, J. P.

A case study of ground response due to diaphragm wall installation

- Li, A.-J., Lin, H.-D., Merifield, R. S., Lyamin, A. V.

Effect of abutment angle on stress distribution under supercritical longwall panels

- Suchoweska, A. M., Merifield, R. S., Carter, J. P.

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., Clausen, J.

Two- and three-dimensional undrained bearing capacity of embedded footings

- Nguyen, V. Q., Merifield, R. S.

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.

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.

Prediction of underground cavity roof collapse using the Hoek-Brown failure criterion

- Suchowerska, A. M., Merifield, R. S., Carter, J. P.

Ultimate uplift capacity of multiplate helical type anchors in clay

- Merifield, R. S.

Undrained bearing capacity of surface footings near slopes

- Nguyen, V. Q., Merifield, R. S.

Undrained stability of footings on slopes

- Shiau, J. S., Merifield, R. S., Lyamin, A. V., Sloan, S. W.

Evaluation of the CPT for assessing ground improvement by dynamic replacement

- Bates, L. J., Merifield, R. S.