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Analytical Methods • <br />0 <br /> <br />200 <br />400 <br />~ 600 <br />v <br />w <br />U <br />a <br />rY <br />~ 800 <br />3 <br />O <br />J <br />w <br />m <br />F 1000 <br />a <br />W <br />0 <br />1200 <br />1400 <br />1600 <br />SHALE, LIGM GRAY, PITH THIN SA10 BEDS <br />SHALES, FINE GRAINED SANDY, GRAY TO <br />GRAYISH GREEN, NiTH OCCASIONAL <br />BANGS OF LIMEY SHALE <br />• <br />E . 1.49 x 106 PSI <br />V • 0.364 <br />G ~ o <br />E . 1.97 x 106 PSI <br />y . 0,369 <br />G >r o <br />SHALES, DIRK GRAY, GREEN, AND BROW <br />E . 3.17 x ld° PSI <br />SANDY SHALE FROM 630 to 660 <br />V . 0.324 <br />FINE LAMINATIONS, ESPECIALLY IN LOVER 60 FT <br />G t o <br />SHALES, GRAYISH BROW , LAMINATED E . 3.4 x 106 PSI <br />PROBABLY BASE OF BRIDGER FORMATION V . 0.320 <br />G ~ o <br />SHALES, GRAYISH BROYN, SANDY FINE <br />GRAINED, SANDSTONE FROM 1107 TO 1143 G o E . 8.02 x 106 PSI <br />G Y p v. 0,298 <br />G o f <br />SHALES, GRAY TO BLACK, LIMEY, BASE OF E . 6.93 x 106 PSI <br />LANEY 51MLE MEMBER OF GREEN RIVER FORMATION Y • 0.305 <br />6 ~ 0 <br />SHALES, LIGHT GRAY-(7tEEN PITH 1RONA, -~ . <br />TOP OF YILKINS PEAK MEMBER OF 'GREEN E .2,33 x 106 PSI <br />RIVER FORMATION <br />G `• 0 v . o.37z <br />SHALES, LIGHT GRAY, GREEN, AND BROW E . 2.20 x 306 PSI <br />PITH TROMA STRINGERS y . 0. <br />G ~ o <br />R . 1060 FT -- -~ DISC SHAPED <br />OPENING a FT <br />Figure 9. Idealized rock profile, Case II 111 txtlding planesl. <br /> <br /> <br />oc <br />m <br />I <br />~~~~ <br />a` <br />W <br />~~~~ <br />Ei b <br />~~ <br />~W <br />dg <br />~~ <br />z. a <br /> <br />111 <br />