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1. Towards a quantitative definition of Cyanobacteria blooms.

2. Discussion of 'Numerical assessment of equivalent diameter equations for prefabricated vertical drains'1.

3. Diagnosis of embankment dam distresses using Bayesian networks. Part II. Diagnosis of a specific distressed dam.

4. Exact time-dependent decoherence factor and its adiabatic classical limit.

5. Mathematical modelling of the formation and evolution of surface ice.

6. Nonlinear subgrade reaction solution for circular tunnel lining design based on mobilized strength of undrained clay.

7. Copula parameter estimation using Bayesian inference for pipe data analysis.

8. Resilience-based optimization model for maintenance and rehabilitation of pavement networks in a freeze–thaw environment.

9. Study on the efficiency of destress blasting in deep mine drift development.

10. Thermal conductivity of bitumen concrete.

11. Lateral stiffness of flat-plate buildings: punching shear consideration.

12. Design of shallow footings on heavily overconsolidated clays.

13. Laboratory assessment of electro-osmotic stabilization of soft clay.

14. Diagnosis of embankment dam distresses using Bayesian networks. Part I. Global-level characteristics based on a dam distress database.

15. Geotechnical resistance factors for ultimate limit state design of deep foundations in cohesive soils.

16. Verification, validation, and uncertainty in computational fluids dynamics.

17. Dynamic response of a concrete dam impounding an ice-covered reservoir: Part II. Parametric and numerical study.

18. Reply to the discussion by Dallo and Liu on 'Particle breakage in granular materials - a conceptual framework'.

19. Discussion of 'Particle breakage in granular materials - a conceptual framework'.

20. The influence of vehicle-tire contact force area on vehicle-bridge dynamic interaction.

21. Dynamical analysis of autonomous system in entropic cosmology.

22. A unidirectional agent based pedestrian microscopic model.

23. Near-surface soils: self-supported unconfined drained sand specimens.

24. Improving the geometry of manholes designed for separate sewer systems.

25. On topological indices of poly oxide, poly silicate, DOX, and DSL networks.

26. Relationship between installation torque and axial capacities of helical piles in cohesionless soils.

27. Improved multiple discreet-continuous extreme value model.

28. An investigation of the ambient temperature field and thermal response of the Calgary Airport Trail Tunnel.

29. A prelude to building mathematical models for polypeptide folding: analysis on the conformational potential energy hypersurface cross-sections of N-acetyl-glycyl-glycine-N′-methylamide.

30. Discussion of “Prediction of energy absorption capacity of un-cracked and cracked concrete elements through three-point bending tests”.

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

32. A dual porosity model of high-pressure gas flow for geoenergy applications.

33. Erosion monitoring during core overtopping using a laboratory model with digital image correlation and X-ray microcomputed tomography.

34. Factor of safety of slope stability from deformation energy.

35. Tool for analysis of multichannel analysis of surface waves (MASW) field data and evaluation of shear wave velocity profiles of soils.

36. Integration of linear scheduling method and the critical chain project management.

37. Superstructure-foundation interaction in multi-objective pile group optimization considering settlement response.

38. An ontology-driven framework for enhancing reusability of distributed simulation modeling of industrial construction processes.

39. Probabilistic identification of underground soil stratification using cone penetration tests.

40. Analytical study on cyclic behavior of chevron braced frames with shear panel system considering post-yield deformation.

41. Landslide hazard assessment using digital elevation models.

42. Numerical analysis of strengthening by rockfill embankments on an upstream tailings dam.

43. Numerical back-analyses of greenfield settlement during tunnel boring.

44. Tunnel behaviour associated with the weak Alpine rock masses of the Driskos Twin Tunnel system, Egnatia Odos Highway.

45. Summary of collapsible behaviour of artificially structured loess in oedometer and triaxial wetting tests.

46. Expansion-free cylindrically symmetric models.

47. Investigation of the vertical uplift capacity of deep water mudmats in clay.

48. Development of progressive failure in sensitive clay slopes.

49. Field investigation of axial monotonic and cyclic performance of reinforced helical pulldown micropiles.

50. Constitutive modelling approach for evaluating the triggering of flow slides.