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1. Swell pressure, matric suction, and matric suction equivalent for undisturbed expansive clays.

2. A two-dimensional effective stress framework for modelling whole-life soil strength changes due to pore pressure generation and dissipation, Part 1: Formulation.

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

4. Consolidation-induced improvements in plate anchor capacity.

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

6. Undrained cyclic loading behavior of stiff Eocene-to-Jurassic plastic, high-OCR clays.

7. A cyclic p–y elastoplastic model applied to lateral loaded pile in soft clays.

8. Influence of a rigid cap on thermo-mechanical behavior of nonsymmetrical thermally loaded energy pile group in clay.

9. Investigation of soil setup effects on pile response in clay considering overconsolidation ratio and installation method through physical modeling.

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

11. Suffusion of sand–clay mixture by three-staged change of ionic strength.

12. Negative creep of soils.

13. An optimization strategy for evaluating modified Cam clay parameters using self-boring pressuremeter test data.

14. Delayed response of excavations in structured clays.

15. A unified critical state parameter model for sand and overconsolidated clay in the framework of subloading surface theory.

16. Influence of stress history on undrained cyclic shear strength evolution.

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

18. Simplified analysis of chord and brace effects on jack-up leg penetration for preloading in soft clay.

19. Model tests on biogrouted granular columns in soft soil.

20. Experimental investigation and constitutive modeling of the behaviour of highly plastic Lower Rhine clay under monotonic and cyclic loading.

21. Anisotropic borehole response from pressuremeter testing in deep clay shale formations.

22. Correlations among some clay parameters -- the multivariate distribution.

23. Tensile response and fracturing process in moderate- and high-plasticity clays.

24. Experimental measurement of monotonic and cyclic lateral resistance of risers and pipelines in Gulf of Mexico clays.

25. Semi-empirical elastic-thermoviscoplastic model for clay.

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

27. The Lachenaie clay deposit: some geochemical and geotechnical properties in relation to the salt-leaching process.

28. Design of shallow footings on heavily overconsolidated clays.

29. Systematic approach to assessing the applicability of fly-ash-based geopolymer for clay stabilization.

30. Centrifuge modelling of uplift response of suction caisson groups in soft clay.

31. Field study of pile – prefabricated vertical drain (PVD) interaction in soft clay.

32. Centrifugal and numerical modeling of stiffened deep mixed column-supported embankment with slab over soft clay.

33. Constant rate of strain consolidation testing of soft clays and fibrous peats.

34. A field study on the behavior of micropiles in clay under compression or tension.

35. Effect of OCR on sampling disturbance of cohesive soils and evaluation of laboratory reconsolidation procedures.

36. Modelling of curling in desiccating clay.

37. Geotechnical properties of transparent silica.

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

39. Centrifuge modelling of an instrumented free-fall sphere for measurement of undrained strength in fine-grained soils.

40. Characterization of model uncertainty in predicting axial resistance of piles driven into clay.

41. Evaluation of sample quality from different sampling methods in Finnish soft sensitive clays.

42. Reconstructing oedometric compression curves for selecting design parameters.

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

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

45. New approach of vacuum preloading with booster prefabricated vertical drains (PVDs) to improve deep marine clay strata.

46. Mode-based characterisation of swell deformations in a high-plasticity Paleogene clay.

47. Laboratory investigation of pore pressure dissipation in clay around permeable piles.

48. Drained cavity expansion analysis with a unified state parameter model for clay and sand.

49. Behaviour of saturated railway track foundation materials during undrained cyclic loading.

50. Test fill brought to failure on soft plastic marine clay at Onsøy, Norway.