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OPTIONAL HEADER VALUES 10B magic # (PE32) 7.10 linker version 3400 size of code 600 size of initialized data 0 size of uninitialized data 4232 entry point (00404232) 1000 base of code 5000 base of data 400000 image base (00400000 to 00407FFF) 1000 section alignment 200 file alignment 4.00 operating system version 0.00 image version 4.00 subsystem version 0 Win32 version 8000 size of image 400 size of headers 0 checksum 3 subsystem (Windows CUI) 400 DLL characteristics No safe exception handler 100000 size of stack reserve 1000 size of stack commit 100000 size of heap reserve 1000 size of heap commit 0 loader flags 10 number of directories 5060 [ 35] RVA [size] of Export Directory 5008 [ 28] RVA [size] of Import Directory 0 [ 0] RVA [size] of Resource Directory 0 [ 0] RVA [size] of Exception Directory 0 [ 0] RVA [size] of Certificates Directory 0 [ 0] RVA [size] of Base Relocation Directory 0 [ 0] RVA [size] of Debug Directory 0 [ 0] RVA [size] of Architecture Directory 0 [ 0] RVA [size] of Global Pointer Directory

10 5

Listing 11.5 (continued)

0 0 0 5000 0 0 0

10 6 104 105 106

[ [ [ [ [ [ [

0] 0] 0] 8] 0] 0] 0]

Figure 22.21 Acceptable and marginally acceptable levels of risk potted on F-N chart. (T. W. Lambe & Associates 1982, 1989, reproduced with permission.)

6

[size] [size] [size] [size] [size] [size] [size]

To understand the risk faced by the tank farm owners, the calculated exceedance probabilities and corresponding consequences were plotted in a probability-consequence or F-N

Thread Storage Directory Load Configuration Directory Bound Import Directory Import Address Table Directory Delay Import Directory COM Descriptor Directory Reserved Directory

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SECTION HEADER #1 .h3mf85n name 3300 virtual size 1000 virtual address (00401000 to 004042FF) 3400 size of raw data 400 file pointer to raw data (00000400 to 000037FF) 0 file pointer to relocation table 0 file pointer to line numbers 0 number of relocations 0 number of line numbers E0000020 flags Code Execute Read Write SECTION HEADER #2 .rdata name 95 virtual size 5000 virtual address (00405000 to 00405094) 200 size of raw data 3800 file pointer to raw data (00003800 to 000039FF) 0 file pointer to relocation table 0 file pointer to line numbers 0 number of relocations 0 number of line numbers 40000040 flags Initialized Data Read Only SECTION HEADER #3 .data name 24 virtual size 6000 virtual address (00406000 to 00406023) 0 size of raw data 0 file pointer to raw data 0 file pointer to relocation table 0 file pointer to line numbers 0 number of relocations 0 number of line numbers C0000040 flags Initialized Data

chart This chart (Figure 2221) shows annual probability of occurrence on the vertical axis with the corresponding consequence(s) of failure either in monetary cost, lives lost, or both on the horizontal axis The envelopes marked, accepted and marginally accepted re ect risks inferred for other civil works Because the monetary cost associated with an off-site spill is of an order greater than US$109 , clearly the risk faced at the tank farm (001 to 0025) is too high One way to reduce the annual probability of an off-site spill is to lower the ground water level beneath the facility This has the effect of reducing the pore water pressure, increasing the effective vertical stress in the soil, and thus decreasing the probability of liquefaction given seismic ground shaking.

Listing 11.5 (continued)

Exercise 4:

11

The simulation model allowed a direct calculation of the effectiveness of dewatering on risk reduction, since the effect of dewatering on LPI could be calculated in Equation (226), and new statistical parameters for LPI for each interval of peak ground acceleration used in the simulation model The results of these re-calculations are shown in Figures 2220 and 2222, in which the reduction in annual probability of an off-site spill as a function of ground water lowering is shown The summary of the results presented in the form of Figures 2220 2222 enabled the corporate management to make a rational decision about the course of action it should undertake By comparing the annualized cost of failure due to earthquakes with the annual cost of preventive measures, the management decided that continuous lowering of the groundwater level was justi ed economically.

Read Write SECTION HEADER #4 .h477w81 name 8C virtual size 7000 virtual address (00407000 to 0040708B) 200 size of raw data 3A00 file pointer to raw data (00003A00 to 00003BFF) 0 file pointer to relocation table 0 file pointer to line numbers 0 number of relocations 0 number of line numbers C0000040 flags Initialized Data Read Write Summary 1000 4000 1000 1000 .data .h3mf85n .h477w81 .rdata

An impervious slurry wall was built around the site, pumps were installed, and a continuous program of pumping and monitoring of groundwater levels was instituted This remains in place at the time of writing, and similar solutions have been implemented at other sites in the area..

Listing 11.5 (continued)

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