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1. Undrained capacity of circular shallow foundations on two-layer clays under combined VHMT loading.

2. Limit equilibrium solutions to anti-overturning bearing capacity of suction caissons in uniform and linearly increasing strength clays.

3. MSD applied to the construction of the British Library basement: a multi-stage excavation in London Clay.

4. Delayed response of excavations in structured clays.

5. Effect of perforations on the bearing capacity of shallow foundation on clay.

6. Eulerian finite element simulation of spudcan-pile interaction.

7. Finite element modelling of helical pile installation and its influence on uplift capacity in strain softening clay.

8. Bearing capacity of strip footings on sand over clay.

9. Capacity of dynamically installed anchors as assessed through field testing and three-dimensional large-deformation finite element analyses.

10. Seismic assessment of sheet pile reinforcement effect on river embankments constructed on a soft foundation ground including soft estuarine clay.

11. Holding capacity of dynamically installed anchors in normally consolidated clay under inclined loading.

12. Peak punch-through capacity of spudcan in sand with interbedded clay: numerical and analytical modelling.

13. Numerical simulation of plug formation during casing installation of cast-in-place concrete pipe (PCC) piles.

14. Influence of padeye offset on bearing capacity of three-dimensional plate anchors.

15. Uplift behaviour of helical anchors in clay.

16. Coupled consolidation analysis of pipe-soil interactions.

17. Numerical modelling of perimeter pile groups in clay.

18. Base stability of multi-propped excavations in soft clay subjected to hydraulic uplift.

19. Undrained stability of a circular tunnel where the shear strength increases linearly with depth.

20. Finite element analyses of steep man-made cuts in Dublin boulder clay.

21. Analysis of tunnels in shaly rock considering three-dimensional stress effects on swelling.

22. Coupled hydro-mechanical modelling of soil–vegetation–atmosphere interaction in natural clay slopes.

23. Dynamic installation of a torpedo anchor in two-layered clays.

24. Failure in anisotropic sensitive clays: finite element study of Perniö failure test.

25. The 1994 landslide at Sainte-Monique, Quebec: geotechnical investigation and application of progressive failure analysis.

26. Predicting the resistance profile of a spudcan penetrating sand overlying clay.

27. A plasticity model for spudcan foundations in soft clay.

28. Large-deformation finite element analysis of pipe penetration and large-amplitude lateral displacement.

29. Evaluation of the predictive ability of two elastic-viscoplastic constitutive models.

30. Effect of geosynthetics on the hydraulic performance of leak-detection systems.

31. Numerical modeling of vacuum preloading and field applications.