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and the soil properties were better known, and the major uncertainty was in the properties of the ll and the partially consolidated clay. The depth of the crust and the depth to the till were both treated as uncertain variables. From the results of eld exploration, the uncertainties listed in Table 14.1 were established. The separation of the uncertainty into spatial and systematic components is important because averaging over the failure surface affects the contribution of spatial variability. The depth of the crust affects the undrained strength pro le, and its spatial variance was estimated from the eld vane data across the entire axis of the dike. The systematic statistical uncertainty for the vane soundings was estimated from Equation (14.5) with n = 27. Uncertainty in the depth to the till affects the depth of the failure surfaces in the analysis. Since the critical surfaces are nearly tangent to the top of the till for H = 12 m, this uncertainty does not affect the average across the pro le but is a systematic uncertainty even though the estimate of variance re ects spatial variance along the cross-section. That is, there is only one critical failure surface at any location. The location of this surface and its associated F are dictated by the uncertain depth of the till at that location, but the uncertainty in the depth of the till comes about by the variation in depth over the whole project site. The estimate of systematic error re ects the effects of a nite number of borings. Uncertainty in the density of the ll was taken to be composed equally of spatial and systematic components. This assumption and estimated magnitudes of the variances were based on judgment. The assumption that E[ ] = 30 re ected Canadian practice.

The system must correct the links in the two adjacent items on the list (both the previous item and the next item), so that they correctly link to one another, and not to the item you re currently deleting This means that when the item is removed, the code will write the address of the next member into the previous item s header (it will take both addresses from the header of item currently being deleted), and the address of the prev item into the next item s header (again, the addresses will be taken from the item currently being deleted) It s not easy, but by carefully overwriting the values of these next and prev members in one item on the list, attackers can in some cases manage to overwrite strategic memory addresses in the process address space.

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Even after the most dif cult race, you should debrief yourself. There are always some positives to come from the way you sailed. Just remember, mistakes should be treated as learning opportunities. Do not beat yourself up about what went wrong, but instead work out how you could improve things next time. If you are lucky enough to have coaches for training sessions or regattas, try and get them to make some notes and give these to you afterwards. You should take the time to consider the day s racing/training on the same day, when thoughts and feelings are still fresh, even if you are a bit emotionally charged. Putting things off to another day is never the best solution. (Although sometimes it may be good practice to have a second look at things a bit later). There are some venues where you will be racing many times in your sailing career. Try and extract your notes and produce a little venue guide (not only about the racing, but also

Of course, the overwrite doesn t take place immediately it only happens when the overwritten item is freed..

Table 14.2 presents the uncertainty in cu used for the single stage analyses, based on the eld vane data for the marine and lacustrine clays. The relatively small coef cient of variation selected for the bias in for the marine clay ( = 0.075) re ected detailed comparison with results from laboratory CKo U shear tests with different modes of failure, described by Lefebvre et al. (1988). This bias was doubled for the lacustrine clay, for which a similarly detailed comparison had not been made. The other components of spatial and systematic uncertainty were developed from the techniques described above. For example, the statistical coef cient of variation for the marine clay ([(0.24)2 /62]1/2 = 0.03) follows from Equation (14.5). As the total variance due to several independent

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