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in which is the standard deviation of each settlement and is the correlation coef cient between the settlements. When the correlation distance for the modulus ( ln E ) approaches zero, the settlement variance 2 does as well. When it becomes very large, the correlation between the settlements of the two footings approaches one. Thus, Fenton and Grif th observe that expected differential settlements would disappear for both very large and very small values of ln E . This prediction is supported by the results depicted in Figure 19.5. In this gure Wf is the width of each footing, D is the distance between their centers,

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loc_404257: cmp jz add mov loc_404260: cmp jnz xor loc_404266:

Wf /D = 0.10 (predicted) Wf /D = 0.30 (predicted) Wf /D = 0.50 (predicted)

; CODE XREF: start+30_j eax, edi short loc_404283 ecx, 8 eax, [ecx] ; CODE XREF: start+23_j eax, esi short loc_404257 eax, eax

Wf /D = 0.10 (sample) Wf /D = 0.30 (sample) Wf /D = 0.50 (sample)

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; CODE XREF: start+5A_j lea ecx, [ebp+var_8] push ecx push esi mov [ebp+var_8], esi mov [ebp+var_4], esi call eax call loc_404202 mov eax, dword_406000 mov ecx, eax mov eax, [eax] jmp short loc_404297 ; ---------------------------------------------------; CODE XREF: start+27_j mov eax, [ecx+4] add eax, dword_40601C jmp short loc_404266 ; ---------------------------------------------------loc_40428E: cmp jz add mov loc_404297: cmp jnz xor loc_40429D: lea push push mov ; CODE XREF: start+67_j eax, edi short loc_4042BA ecx, 8 eax, [ecx] ; CODE XREF: start+4F_j eax, esi short loc_40428E eax, eax ; CODE XREF: start+91_j ecx, [ebp+var_8] ecx esi [ebp+var_8], esi loc_404283:

This is a windward/leeward course, with a short start line and a turning mark in the middle, called the gut-buster. You sail upwind from the start around the turning mark, to the windward mark, then downwind around the turning mark and a hook nish through the gate. The shorter the course, the harder this is. Typically, each leg should be less than a minute to make it really hard. For boats with a spinnaker, this must be hoisted and dropped when going around the turning mark.

Listing 11.6 (continued)

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Figure 19.5 Predicted and sample standard deviations of differential settlement for two strip loads on elastic foundation material. (Fenton, G. A. and Grif ths, D. V., 2002, Probabilistic Foundation Settlement on Spatially Random Soil, Journal of Geotechnical and Geoenvironmental Engineering, ASCE, Vol. 128, No. 5, pp. 381 390, reproduced by permission of the American Society of Civil Engineers).

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mov [ebp+var_4], esi call eax call loc_401746 mov eax, dword_406000 mov ecx, eax mov eax, [eax] jmp short loc_4042CE ; ---------------------------------------------------; CODE XREF: start+5E_j mov eax, [ecx+4] add eax, dword_40601C jmp short loc_40429D ; ---------------------------------------------------loc_4042C5: cmp jz add mov loc_4042CE: cmp jnz xor loc_4042D4: ; CODE XREF: start+9E_j eax, edi short loc_4042F5 ecx, 8 eax, [ecx] ; CODE XREF: start+86_j eax, esi short loc_4042C5 ecx, ecx loc_4042BA:

and E / E = 1. The points identi ed as sample are the results of the Monte Carlo simulation. The maximum standard deviation of the differential settlement occurs when the separation distance has the same order of magnitude as the correlation distance for the modulus, a result consistent with other studies discussed above.

; CODE XREF: start+CC_j lea eax, [ebp+var_8] push eax push esi mov [ebp+var_8], esi mov [ebp+var_4], esi call ecx call loc_402082 call ds:IsDebuggerPresent xor eax, eax pop edi inc eax pop esi leave retn 8 ; ---------------------------------------------------loc_4042F5: mov add jmp endp ; CODE XREF: start+95_j ecx, [ecx+4] ecx, dword_40601C short loc_4042D4

6

Listing 11.6 (continued)

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