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From actual measurements, the mean and standard deviation of t were 185 t/m3 and 0093 t/m3 There was a systematic variation (standard deviation) of the depth to gwl of 045 m, on top of which was seasonal variation (standard deviation) of 06 m Combining these two (by summing the variances) led to a standard deviation of depth to gwl of 075 m Given the large coef cient of variation of depth to gwl ( Dw = standard deviation/mean), the variable Dw was modeled as logNormally distributed to preclude negative values of depth in the analysis This distributional assumption also seemed to t the empirical histogram of observations made at the site A total of 48 SPT borings were made at the site between 1959 and 1988, at locations shown schematically in Figure 2214.

5

Your regular diet should supply you with all the nutrients you need, but when you are away from home you may need to take supplements. The more whole the food, the better it is. (Choose an orange in preference to orange juice in preference to a vitamin C tablet!) Obviously the amount you eat depends on how windy the regatta is, and how much water you personally are losing. The windier it is, the more fuel your body needs. Carbohydrates are the most readily converted to glycogen, the fuel of your muscles. Drink lots of water, even on a cold day, so urine remains pale and plentiful .

and just count them while doing that. The following is the OllyDbg output for RtlNumberGenericTableElements.

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Values of blow count (N ) greater than 50 were ignored as spurious Figure 2215 summarizes the uncorrected N values with depth for the entire site, separated into values before and after vibro otation and shows means and standard deviations for one-meter depth intervals The average N in the upper 5 m before treatments is about 4; after treatment, about 8 The mean value of 12 to 13 BPF between depths 5 m and 8 m was unchanged by treatment The mean below 8 m was consistently greater than 20 BPF For use in the liquefaction analysis, the blow counts were corrected by the Gibbs and Holtz (1957) factor 50N NC = (22.

RtlNumberGenericTableElements: 7C923FD2 PUSH EBP 7C923FD3 MOV EBP,ESP 7C923FD5 MOV EAX,DWORD PTR [EBP+8] 7C923FD8 MOV EAX,DWORD PTR [EAX+14] 7C923FDB POP EBP 7C923FDC RET 4

5) v + 10 in which NC = corrected blow count N = measured blow count v = effective vertical stress The average corrected blow count in the top 5 m was 14 and 30, for treated and untreated areas, respectively The spatial variance of Nc across the site was 84 BPF2 In addition, the limited number of measurements and the regression tting with depth to estimate a mean trend in Nc and to estimate v created a systematic error variance in Nc of about 02 BPF2 ..

Well, it seems that the question has been answered. This function simply takes a pointer to what one can only assume is the same structure as before, and returns whatever is in offset +14. Clearly, offset +14 contains the number of elements in a generic table data structure. Let s update the definition of the TABLE structure.

struct TABLE { UNKNOWN UNKNOWN_PTR UNKNOWN_PTR UNKNOWN_PTR UNKNOWN ULONG UNKNOWN UNKNOWN UNKNOWN UNKNOWN };

Remember, we are what we eat! Our bodies are constantly being rebuilt with the food we eat. High quality food (freshly produced, immediately frozen and with little or no processing) will make it easier to stay in optimum health. If you are feeling tired, one of

2

Member1; Member2; Member3; Member4; Member5; NumberOfElements; Member7; Member8; Member9; Member10;

There is one other (hopefully) trivial function in the generic table API that might shed some light on the data structure: RtlIsGenericTableEmpty. Of course, it is also possible that RtlIsGenericTableEmpty uses the same NumberOfElements member used in RtlNumberGenericTableElements. Let s take a look.

(16.38)

RtlIsGenericTableEmpty: 7C92715B PUSH EBP 7C92715C MOV EBP,ESP 7C92715E MOV ECX,DWORD PTR [EBP+8] 7C927161 XOR EAX,EAX 7C927163 CMP DWORD PTR [ECX],EAX 7C927165 SETE AL 7C927168 POP EBP 7C927169 RET 4

In this equation, the superscript or subscript star indicates that the term or derivative is evaluated at the nearest point on the failure criterion.

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