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Sanborn Creek Subsidence Page 43 September 2, 1997 <br />Table 11 (Continued). Maximum horizontal strains for groups of <br />three panels. <br /> <br />Panels Panel Depth Local Local Local Max Horizontal Strain <br />' in Number (ft) Max Sm„/ Tens. Strain Comp. Strain <br />Group and Sub. Depth Factor Value Facto r Value <br /> Site x 106 +E ~F~IZ -E SELL <br /> , <br />#11, #11 (N) 2350 6.91 2828 0.59 1670 2.18 6160 <br />#12 (E) 2000 6.55 3075 0.66 2030 2.10 6460 <br />i _ b #13 (E) 1500 7.47 4980 0.79 3930 1.86 9260 <br /> (E) 1000 10.14 10190 0.81 8210 1.26 12780 <br />' (S) 1050 11.63 11076 0.82 9080 1.36 15060 <br /> #12 (N) 2370 6.41 2705 0.55 1590 2.20 5950 <br /> (S) 1300 8.48 6523 0.82 5350 1.72 11220 <br /> #13 (N) 2340 6.10 2607 0.55 1930 2.27 5920 <br /> (W) 2000 6.21 3105 0.62 1930 2.15 6680 <br /> (W) 1500 6.56 9373 0.74 3240 1.95 8530 <br />' (S) 1400 9.63 6879 0.78 5370 1.88 12930 <br />• <br />L <br />i <br />r <br />93 <br />