The possible implications of our findings are considerable. Residents of homes are typically frail and many have a propensity to falls. In designing safer environments for older people, the type of floor should be chosen to minimise the risk of fracture. This may result in a major reduction in fractures in the elderly.
An extensive programme of research into the influence of undissolved gas bubbles on the behaviour of fine-grained onshore soils is reviewed. The programme has been based on the development of a laboratory technique for the preparation of reconstituted soil samples containing a uniform distribution of gas bubbles. The structure of these samples is similar to that observed in sediment recovered from the sea bed, and consists of large gas-filled cavities surrounded by a matrix of saturated soil. It is found that surface tension effects limit the difference between gas pressure and pore water pressure, and that the overall void size is effectively a function of the strength of the matrix, so that changes in void volume may be modelled by cavity expansion and contraction in an ideal plastic medium, leading to limits on the difference between gas pressure and mean total stress. A new parameter, operative stress, is shown to influence both the consolidation and the strength of these gassy soils. Thus, during consolidation, the gas volume is controlled by the total stress and the water volume by the operative stress; the undrained shear strength may be increased or decreased by the presence of the gas, depending on the specific values of total stress and operative stress. The operative stress for a gassy soil may therefore be seen as being analogous in its definition (total stress minus pore water pressure) to the effective stress for a saturated soil, but different from the effective stress in that it does not, on its own, control the strains and strength. Gas bubbles are shown to have a major influence on the acoustic behaviour of fine-grained offshore soils. L'article passe en revue un programme de grande envergure pour étudier l'influence exercée par des bulles de gaz non-dissoutes sur le comportement des sols à grains fins en mer. Le programme a été basé sur le développement d'une technique de laboratoire pour la préparation d'échantillons de sols reconstitués comprenant une distribution uniforme de bulles de gaz. La structure de ces échantillons ressemble à celle observée dans des sédiments obtenus au fond de la mer, comprenant de grandes cavités remplies de gaz entourées d'une matrice de sol saturé. Il a été trouvé que des effets de tension superficielle limitent la différence entre la pression du gaz et la pression de l'eau interstitielle et aussi que la valeur totale des vides dépend effectivement de la résistance de la matrice, de sorte que des changements dans le volume des vides peuvent être modelesés par l'expansion et la contraction des cavités dans un milieu idéal plastique, conduisant à des limites sur la différence entre la pression du gaz et la contrainte totale moyenne. On démontre la façon dont cette différence représente un nouveau paramètre (contrainte effective) qui influence à la fois la consolidation et la résistance de ces sols gazeux. Par exemple, pendant la consolidation le volume de gaz est contrôlé par la contrainte totale, tandis que le volume d'eau est contrôlé par cette contrainte effective. Selon les valeurs spécifiques de la contrainte totale et de la contrainte effective la résistance au cisaillement non-drainé peut être augmentée ou diminuée par la présence du gaz. On peut alors considérer que cette définition de la contrainte effective dans le cas d'un sol gazeux (contrainte totale moins pression d'eau interstitielle) est analogue à la contrainte effective pour un sol saturé mais diffère de celle-ci en ce qu'elle seul ne contrôle pas les déformations ni la résistance. On démontre que les bulles de gaz exercent une influence très importante sur le comportement acoustique des sols à grains fins en mer.
2The purpose of this investigation was to examine the fluid dynamic characteristics of the two most commonly used oar blades: the Big Blade and the Macon. Scaled 4 models of each blade, as well as a flat Big Blade were tested in a water flume using a quasi-static method similar to that seen in swimming and kayaking research. 6Measurement of the normal and tangential blade forces enabled lift and drag forces generated by the oar blades to be calculated over the full range of sweep angles found 8 during a rowing stroke. Lift and drag force coefficients were then calculated and compared between blades. The data revealed that Big Blade and Macon oar blades 10 exhibited very similar characteristics. Hydraulic blade efficiency was not therefore found to be the reason for claims that the Big Blade could elicit a 2% improvement in 12 performance compared to the Macon. The Big Blade was also shown to have similar characteristics to the flat plate when the angle of attack was below 90 degrees, despite 14 significant increases in lift coefficient when the angle of attack increased above 90 degrees. This result suggests that the Big Blade design may not be fully optimised 16 over the whole stroke. 18
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