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Note that, this relationship is inherently an ASD calibration approach, and, as Withiam notes, may be inconsistent with the goal of achieving equal reliabilities for different limiting states. A modi ed resistance factor is more appropriately calculated using a

ZwQuerySystemInformation(SystemKernelDebuggerInformation, (PVOID) &DebuggerInfo, sizeof(DebuggerInfo), &ulReturnedLength);

Table 18.8 Resistance factors for geotechnical strength limiting state for shallow foundations (Barker et al. 1991; Withiam et al. 1997) Method and soil condition Bearing capacity Sand Semi-empirical using SPT data Semi-empirical using CPT data Rational method, SPT Rational method, CPT Clay Semi-empirical, CPT data Rational method, lab tests Rational method using eld vane Rational method using CPT data Rock Semi-empirical procedure Plate load test data Pre-cast Sand, friction angle from SPT Cast-in-place Sand, friction angle from SPT Sand, friction angle from SPT Sand, friction angle from SPT Cast on 15 cm sand sub-base over clay with Su < 0.5 normal pressure, estimated from: Lab tests (UU triaxial) Field vane CPT data Cast on 15 cm sand sub-base over clay with Su > 0.5 normal pressure Passive earth pressure component of sliding resistance Shallow foundations on or near slope evaluated for stability against deep-seated failure Resistance factor, FSLRFD FSASD 0.45 0.55 0.35 0.45 0.50 0.60 0.60 0.50 0.60 0.55 0.90 0.90 0.85 0.85 3.2 2.6 4.1 3.2 2.9 2.4 2.4 2.9 2.4 2.6 1.6 1.6 1.8 1.8 3.0 2.5 2.5 2.5 2.5 2.5 2.5 2.5 3.0 3.0 1.5 1.5 1.5 1.5

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The following is a definition of the data structure returned by the System KernelDebuggerInformation request:

typedef struct _SYSTEM_KERNEL_DEBUGGER_INFORMATION { BOOLEAN DebuggerEnabled; BOOLEAN DebuggerNotPresent; } SYSTEM_KERNEL_DEBUGGER_INFORMATION, *PSYSTEM_KERNEL_DEBUGGER_INFORMATION;

0.85 0.85 0.80 0.85 0.50 0.85

a south-facing coast with a westerly breeze; a north-facing coast with an easterly breeze; an east-facing coast with a southerly breeze; or a west-facing coast with a northerly breeze

To determine whether a kernel debugger is attached to the system, the DebuggerEnabled should be checked. Note that SoftICE will not be detected

10

1.7 1.7 1.8 1.7 2.9 1.6

using this scheme, only a serial-connection kernel debugger such as KD or WinDbg. For a straightforward detection of SoftICE, it is possible to simply check if the SoftICE kernel device is present. This can be done by opening a file called \\.SIWVID and assuming that SoftICE is installed on the machine if the file is opened successfully. This approach of detecting the very presence of a kernel debugger is somewhat risky because legitimate users could have a kernel debugger installed, which would totally prevent them from using the program. I would generally avoid any debugger-specific approach because you usually need more than one of them (to cover the variety of debuggers that are available out there), and combining too many of these tricks reduces the quality of the protected software because it increases the risk of false positives.

1.5 1.5 1.5 1.5 1.5 1.5

This is another debugger-specific trick that I really wouldn t recommend unless you re specifically concerned about reversers that use NuMega SoftICE. While it s true that the majority of crackers use (illegal copies of) NuMega SoftICE, it is typically so easy for reversers to detect and work around this scheme that it s hardly worth the trouble. The one advantage this approach has is that it might baffle reversers that have never run into this trick before, and it might actually take such attackers several hours to figure out what s going on. The idea is simple. Because SoftICE uses int 1 for single-stepping through a program, it must set its own handler for int 1 in the interrupt descriptor table (IDT). The program installs an exception handler and invokes int 1. If the exception code is anything but the conventional access violation exception (STATUS_ACCESS_VIOLATION), you can assume that SoftICE is running. The following is an implementation of this approach for the Microsoft C compiler:

there is less breeze near land. Rotate the lower diagram in gure 3.3b to match your shoreline. This is divergence, where the wind coming off the land is separating from the wind off the water (wind coming off the land is at a slightly different angle). The area of lesser wind will vary but can often be up to 25% lighter than the wind inshore. The extent of this area of stronger and weaker wind will depend upon the size of the landmass. (The above rules apply in the northern hemisphere; it is completely the opposite in the southern hemisphere!)

__try { _asm int 1; } __except(TestSingleStepException(GetExceptionInformation())) { } int TestSingleStepException(LPEXCEPTION_POINTERS pExceptionInfo) { DWORD ExceptionCode = pExceptionInfo->ExceptionRecord->ExceptionCode; if (ExceptionCode != STATUS_ACCESS_VIOLATION) printf ( SoftICE is present! ); return EXCEPTION_EXECUTE_HANDLER; }

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