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

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

A fast algorithm for finding the first intersection with a non-convex yield surface

- Sheng, Daichao, Augarde, Charles E., Abbo, Andrew J.

Consolidation of vertical drain with depth-varying stress induced by multi-stage loading

- Lu, M. M., Xie, K. H., Wang, S. Y.

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.

Numerical analysis of soilbags under compression and cyclic shear

- Ansari, Yousef, Merifield, Richard, Yamamoto, Harayuki, Sheng, Daichao

Probabilistic infinite slope analysis

- Griffiths, D. V., Huang, Jinsong, Fenton, Gordon A.

Review of fundamental principles in modelling unsaturated soil behaviour

- Sheng, Daichao

Simulation of yielding and stress-stain behavior of shanghai soft clay

- Huang, Maosong, Liu, Yanhua, Sheng, Daichao

Stability of a circular tunnel in cohesive-frictional soil subjected to surcharge loading

- Yamamoto, Kentaro, Lyamin, Andrei V., Wilson, Daniel W., Sloan, Scott W., Abbo, Andrew J.

Evaluation of monotonic and non-monotonic dissipation test results

- Imre, Emőke, Rózsa, Pál, Bates, Lachlan, Fityus, Stephen

Explicit stress integration with error control for the Barcelona Basic Model: part I: algorithms formulations

- Sołowski, Wojciech T., Gallipoli, Domenico

Explicit stress integration with error control for the Barcelona Basic Model: part II: algorithms efficiency and accuracy

- Sołowski, Wojciech T., Gallipoli, Domenico

Influence of calcium leaching on the mechanical behavior of a rock-mortar interface: a DEM analysis

- Lambert, C., Buzzi, O., Giacomini, A.

Numerical and experimental studies of pressure-controlled cavity expansion in completely decomposed granite soils of Hong Kong

- Wang, S. Y., Chan, D. H., Lam, K. C., Au, S. K. A.

The ultimate uplift capacity of multi-plate strip anchors in undrained clay

- Merifield, R. S., Smith, C. C.

A constitutive model for sand based on non-linear elasticity and the state parameter

- Cameron, D. A., Carter, J. P.

ANN-based model for predicting the bearing capacity of strip footing on multi-layered cohesive soil

- Kuo, Y. L., Jaksa, M. B., Lyamin, A. V., Kaggwa, W. S.

Arbitrary Lagrangian-Eulerian method for dynamic analysis of geotechnical problems

- Nazem, M., Carter, J. P., Airey, D. W.

Automatic substepping integration of the subloading tij model with stress path dependent hardening

- Farias, Márcio M., Pedroso, Dorival M., Nakai, Teruo

Drained bearing response of shallow foundations on structured soils

- Liyanapathirana, D. S., Carter, J. P., Airey, D. W.