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Table 18.13 Predictions of the dynamic methods for three case history piles (Paikowsky and Stenersen 2001) Qult (kN) Friction piles Type of analysis CAPWAP analyses Simpli ed methods Method CAPWAP EOD CAPWAP BOR CAPWAP BORL EA EOD Newbury TP#2 418 1112 792 1432 347 1041 721 1219 1157 2251 = 658 kN Newbury TP#2 738 1228 1228 4075 409 2527 783 1708 1299 3354 = 872 kN End bearing pile Choctawhatchee Pier 5 2527 2598 4484 5187 4857 5480 2304 2447 4680 4982 = 5560 kN

00405050 00405058 00405060 00405068 00405070 00405078 00 01 D4 96 72 74 00 00 CB 6C 69 00 00 00 55 9C 73 00 00 00 D9 3C 6B 00 02 52 A4 61 73 00 00 EB CD 73 2E 00 00 DD E1 74 74 00 00 0C C6 65 78 00 ....... ...R _. U l <aste risks.tx t.......

EA BOR EA BORL Dynamic ENR x/FS = 6, equations EOD ENR w/FS = 6, BOR ENR w/FS = 6, BORL Gates EOD Gates BOR Gates BORL FHWA EOD FHWA BOR FHWA BORL Static load test results

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As you can see, you re in the right place; the memory block contains the file name asterisks.txt, which you encrypted into this archive earlier. The question now is: What is in those 28 bytes that precede the file name One thing to do right away is to try and view the data in a different way. In the preceding dump I used an ASCII view because I wanted to be able to see the file name string, but it might be easier to make out other fields by using a 32-bit view on this entry. The following are the first 28 bytes viewed as a sequence of 32-bit hexadecimal numbers:

6

Advice from Simon Hiscocks:

1994 load and resistance factor results are compared with Eurocode 7 (Orr and Farrell 1999) and Canadian equivalents (Canadian Geotechnical Society 1992) in Table 18.12. Example Paikowsky and Stenersen (2001) have presented a comparison example of three test piles designed using ASD and LRFD, the latter based on calibrations developed in the course of a research project under sponsorship of the National Cooperative Highway Research Program (NCHRP). The rst two test piles from Newbury, Massachusetts, are friction piles, driven into a soil formation that is mostly clay with some interbedded sand and silt. The third test pile is an end-bearing pile from the Choctawhatchee River project in Florida, driven into sandy soil. Table 18.13 gives the predicted capacities computed by various techniques. Table 18.14 summarizes design capacities based on ASD and LRFD with the reported load and resistance factors. Four methods of pile capacity prediction were used, with factors of safety taken from the existing AASHTO code (1998): CAPWAP (FS = 2.25), Gates (3.5), FHWA (3.5) and the Energy Approach (2.75). The LRFD capacities were determined using Equation (18.6) with dead and live load factors of 1.25 and 1.75, respectively, and the resistance factors shown in Table 18.11.

With this view, you can immediately see a somewhat improved picture. The first three DWORDs are obviously some kind of 32-bit fields. The last four DWORDs are not as obvious, and seem to be some kind of a random 16-byte sequence. This is easy to tell because they do not contain text (you would have seen that in the previous dump), and they are not pointers or offsets into the file (the numbers are far too large, and some of them are not 32-bit aligned). This is a classic case where stepping into the code that deciphers this data should really simplify the process of deciphering the file format. The code that actually reads the file table and displays the file list is shown in Listing 6.6 and is actually quite simple to analyze because the fields that it reads are both printed into the screen, so it s very easy to tell what they stand for. Let s go back to that code sequence and see what it s doing with this file entry.

00401A60 00401A64 00401A67 00401A6F 00401A70 00401A72 00401A74 00401A76 00401A78 00401A7B 00401A7D 00401A7F 00401A82 00401A84 00401A85 MOV ESI,SS:[ESP+10] ADD ESI,8 MOV DWORD PTR SS:[ESP+14],1A NOP MOV EAX,DS:[ESI] TEST EAX,EAX JE SHORT cryptex.00401A9A MOV EDX,EAX SHL EDX,0A SUB EDX,EAX ADD EDX,EDX LEA ECX,DS:[ESI+14] ADD EDX,EDX PUSH ECX SHR EDX,0A

Table 18.14 Summary of design capacity comparisons for three case history piles (Paikowsky and Stenersen 2001)

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