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Table 18.10 Resistance factors for geotechnical strength limit state for axially loaded piles based on FOSM analysis (modi ed after AASHTO, 1998) Resistance factor, FOSM Skin friction, clay -method -method -method End bearing, clay and rock Clay Rock Skin friction and end bearing, sand SPT-method CPT-method Wave equation analysis with, Assumed driving resistance Load test Clay -method -method -method SPT-method CPT-method Load Test Sand Clay 0.70 0.50 0.55 0.70 0.50 0.45 0.55 0.65 0.80 0.65 0.60 0.40 0.45 0.35 0.45 0.80 0.55 0.55 1.00

This is similar to the method used earlier for linear sweep disassemblers, except that you re now using a simple opaque predicate instead of an unconditional jump. The opaque predicate simply compares 2 with 2 and performs a jump if they re equal. The following listing was produced by IDA Pro:

.text:00401031 .text:00401036 .text:00401039 .text:0040103B .text:0040103B loc_40103B: .text:0040103B .text:00401041 .text:00401046 .text:00401049 .text:0040104B mov cmp jz eax, 2 eax, 2 short near ptr loc_40103B+1

Stress wave measurements on 10% to 70% of piles, capacity veri ed by simpli ed methods, e.g. the pile driving analyzer

; CODE XREF: .text:00401039 _j jnp near ptr 0E8910886h mov ebx, 68FFFFFFh fsub qword ptr [eax+40h] add al, ch add eax, [eax]

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As you can see, IDA bought into it and produced incorrect code. Does this mean that IDA Pro, which has a reputation for being one of the most powerful disassemblers around, is flawed in some way Absolutely not. When you think about it, properly disassembling these kinds of code sequences is not a problem that can be solved in a generic method the disassembler must contain specific heuristics that deal with these kinds of situations. Instead disassemblers such as IDA (and also OllyDbg) contain specific commands that inform the disassembler whether a certain byte is code or data. To properly disassemble such code in these products, one would have to inform the disassembler that our junk byte is really data and not code. This would solve the problem and the disassembler would produce a correct disassembly. Let s go back to our sample from earlier and see how OllyDbg reacts to it.

Table 18.11 Resistance factors for geotechnical strength limit state for axially loaded piles based on FORM analysis (Paikowsky et al. 2002) Resistance factor Pile type Soil type Mixed Clay Concrete Pile Sand Mixed Sand Clay Mixed Sand Sand Mixed Pipe Pile Sand Clay Sand Mixed Clay Mixed Sand Clay Mixed Sand Mixed Design method SPT97 mob -API -Method -Method SPT97 mob FHWA CPT -Method/Thurman Tomlinson/Nordlund/Thurman Nordlund -Tomlinson -API/Nordlund/Thurman Meyerhof SPT97 mob, Nordlund SPT 97 mob -API/Nordlund/Thurman -Method -API Meyerhof Tomlinson/Nordlund/Thurman -Method/Thurman -Tomlinson -Method SPT 97 mob SPT 97 mob Nordlund Meyerhof -API -Tomlinson -Method -API/Nordlund/Thurman Tomlinson/Nordlund/Thurman -Method -Method/Thurman RedunNondant redundant 0.70 0.50 0.50 0.40 / RedunNondant redundant 0.40 0.67 0.63 0.46 0.42 0.60 0.51 0.41 0.42 0.41 0.41 0.32 0.38 0.38 0.51 0.44 0.31 0.36 0.33 0.32 0.41 0.40 0.36 0.45 0.46 0.49 0.51 0.48 0.49 0.50 0.45 0.51 0.39 0.42 0.29 0.55 0.55 0.34 0.31 0.48 0.39 0.30 0.31 0.30 0.30 0.22 0.28 0.27 0.40 0.31 0.21 0.26 0.23 0.23 0.30 0.29 0.25 0.33 0.35 0.37 0.39 0.37 0.37 0.39 0.34 0.39 0.28 0.31

Preparation is the key to success! If you fail to prepare, you are preparing to fail. When gathering information on a venue it is important to decide how useful the information will be and how reliable the source of the information is. I always try to use information that I trust, from a person I respect, such as a coach or a fellow sailor who s a friend. I try and avoid the local shermen, as the information may be relevant for fellow shermen, but maybe not for sailors. If there are recurrent trends, try and check them out while practising to validate the information. Don t just take it as gospel in the rst race. Be careful when getting information from other classes, as what may work in a 49er could be very different from what will work in a Laser, due to the characteristics of the boats. I try to sail in the racing area a few days prior to the regatta to gain as much information as possible that will help when racing starts.

00401031 00401036 00401039 0040103B 0040103C . B8 02000000 . 83F8 02 . 74 01 0F > 8B45 F8 MOV EAX,2 CMP EAX,2 JE SHORT compiler.0040103C DB 0F MOV EAX,DWORD PTR SS:[EBP-8]

0.40 0.35 0.20 0.55 0.40 0.35 0.30 0.25

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