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Sanborn Creek Subsidence Page 42 September 2, 1997 <br />Table 11. Maximum horizontal strains for groups of three panels. <br />• Panels Panel Depth Local Local Local Max Horizontal Strain <br />in Number (ft) Max 5,,,,,/ Tens. Strain Comp. Strain <br />Group and Sub. Depth Factor Value Facto r Value <br /> <br />i Site x 106 +E ~EfIZ -E ~F~LZ <br />#2, #3 #2 (N) 2200 6.38 2900 0.62 1800 2.07 6000 <br />6 #4 (E) 2000 6.91 3455 0.73 2520 2.01 6940 <br /> (S) 1580 6.09 5089 0.79 4020 1.78 9060 <br /> #3 (N) 2220 6.93 3122 0.66 2060 2.12 6620 <br /> (S) 1340 9.14 6821 0.83 5660 2.11 14390 <br /> #9 (N) 2290 6.29 2747 0.57 1570 2.19 6020 <br /> (W) 2000 6.02 3010 0.63 1900 2.11 6350 <br /> (W) 1500 7.41 9990 0.75 3960 1.92 9490 <br /> (S) 1910 7.87 5582 0.77 4300 1.83 10210 <br />#5, #6 #5 (N) 2170 7.03 3290 0.67 2170 2.06 6670 <br />6 #7 (E) 2000 6.92 3460 0.70 2920 2.01 6960 <br /> (E) 1500 8.13 5420 0.79 9280 1.72 9320 <br /> (S) 1320 9.39 7119 0.83 5900 1.59 10960 <br />~ #6 (N) 2210 7.19 3253 0.68 2210 2.07 6730 <br />~ (S) 1990 9.03 6271 0.82 5190 1.62 10160 <br /> #7 (N) 2260 6.68 2956 0.66 1950 2.10 6210 <br />,_ (W) 2000 6.92 3460 0.70 2920 2.01 6960 <br /> (S) 1590 8.09 5088 0.78 3970 1.79 9110 <br />#8, #9 #8 (N) 2420 6.37 2637 0.56 1480 2.21 5830 <br />6 #10 (E) 2000 6.38 3190 0.62 1980 2.13 6800 <br /> (E) 1500 8.00 5333 0.75 9000 1.87 9970 <br />`- (E) 1000 9.32 9320 0.82 7640 1.35 12580 <br /> (S) 690 8.72 12638 0.67 8970 0.76 9600 <br />- #9 (N) 2510 6.96 2773 0.54 1500 2.23 6180 <br />r <br />(S) <br />1280 <br />9.26 <br />7234 <br />0.81 <br />5860 <br />1.67 <br />12080 <br />~ <br />L #10(N) 2520 6.14 2996 0.78 1910 2.23 5450 <br /> (W) 2000 5.97 2985 0.62 1850 2.13 6360 <br />i (W} 1500 7.21 9806 0.75 3600 1.87 8990 <br />j_ (W) 1000 9.32 9320 0.82 7690 1.35 12580 <br /> (S) 880 8.94 10160 0.78 7920 1.10 11180 <br />i <br />i ~- 9 2 <br />