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Two special concerns arose in performing the analysis just described The rst was the effect of spatial correlation of soil properties, and thus LPI, on the probabilities of failure calculated for tanks, re wall sections, and revetment sections The second was the lack of independence among probabilities of failure for tanks, wall sections, and revetment sections adjacent to one another The performance of the tank foundations was indexed to average LPI beneath the tank This means that the variability of the soil properties entering the LPI equation was averaged over a volume of soil For the large tanks, this volume was larger than for the small tanks, and as a consequence the variance of the average LPI under the larger tanks was less than under the small tanks.

Unsurprisingly, Cryptex provides the following response:

9/2/08 11:00 to 15:00 Portland Harbour Mean 16 knots, gusts 20 knots, lulls 12 knots 240 +/ 10 0.3 metres Training sails: Jib 4, Main 3, Spinnaker 4 Hole 3 Hole 3 20 mm 29 15 Good height, slightly overpowered in the gusts. 18.2c Rig tuning diary.

Cryptex 1.0 - Written by Eldad Eilam Listing all files in archive Test1 . ERROR: Invalid password. Unable to process file.

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Thus, the probability of failure for the small tanks was larger than for the large tanks, although the consequences of failure measured in the volume of oil spilled, would be less A variance reduction factor based on the methodology of 10 was applied to each tank, depending on the volume of soil over which the soil properties were averaged Spatial variation of soil properties affected the probabilities of failure of the re walls and revetment in a related way Both the re walls and the revetment are long, linear features Failure at any location along the length of the wall or revetment means failure to contain a spill Thus, the concern in assessing the probability of failure of a wall or revetment is one of rst crossing or worst condition, in the sense of the exceedances of random processes.

So, Cryptex actually confirms the password before providing the list of files. This might seem like a futile exercise, considering that the documentation explicitly said that the password is always required. However, the exact text of the invalid-password message is useful because you can later look for the code that displays it in the program and try to determine how it establishes whether or not the password is correct. For now, let s start looking inside the Cryptex archive files. For this purpose any hex dump tool would do just fine there are quite a few free products online, but if you re willing to invest a little money in it, Hex Workshop is one of the more powerful data-reversing tools. Here are the first 64 bytes of the Test1.crx file just produced.

To simplify calculations, the walls and revetments were divided into a number of equivalent independent sections, each of length 1/ o , in which/ o is the autocorrelation distance The probability of failure of an individual section was calculated, based on LPI and spatial averaging, and the probability of at least one such section failing in a wall containing n such sections was calculated by the relation Pr{wall failure} = 1 (1 Pr{section failure})n (228).

00000000 00000010 00000020 00000030 4372 0000 6816 7CC7 5970 0000 0D2B 82E8 5465 0200 99E7 01F5 5839 0000 FA61 3CB9 0100 5F60 BEB1 549D 0000 43BC DA78 2EC9 0100 26F0 C0F6 868F 0000 F7CA 4D89 1FFD CrYpTeX9........ ........_'C.&... h..+...a...x..M. |.....<.T.......

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