2017-06-09_REVISION - M1980244

• Permit No: M1980244
• IBM Index Class Name: REVISION
• Doc Date: 6/9/2017
• Doc Name: Adequacy Review Response #2
• From: CC&V
• To: DRMS
• Type & Sequence: TR89
• Email Name: TC1
• Media Type: D
• Archive: No

Horizontal Shear
Def. Dial Load Load Strain Stress
No. in. Dial lbs. % psf
14 0.1457 370.000 368.0 1.8 828
15 0.1614 385.000 383.0 2.0 862
16 0.1770 400.000 398.0 2.2 896
17 0.1946 418.000 416.0 2.4 936
18 0.2077 437.000 435.0 2.6 979
19 0.2239 445.000 443.0 2.8 997
20 0.2393 454.000 452.0 10 1017
21 0.2569 471.000 469.0 3.2 1055
22 0.2723 487.000 485.0 3.4 1091
23 0.2888 506.000 504.0 3.6 1134
24 0.3041 509.000 507.0 3.8 1141
25 0.3202 524.000 522.0 4.0 1175
26 0.3355 537.000 535.0 4.2 1204
27 0.3512 552.000 550.0 4.4 1238
28 0.3688 566.000 564.0 4.6 1269
29 0.3848 580.000 578.0 4.8 1301
30 0.4008 590.000 588.0 5.0 1323
31 0.4207 619.000 617.0 5.3 1388
32 0.4407 647.000 645.0 5.5 1451
33 0.4586 651.000 649.0 5.7 1460
34 0.4811 670.000 668.0 6.0 1503
35 0.4994 688.000 686.0 6.2 1544
36 0.5218 698.000 696.0 6.5 1566
37 0.5393 718.000 716.0 6.7 1611
38 0.5618 731.000 729.0 7.0 1640
39 0.5800 744.000 742.0 7.2 1670
40 0.6001 772.000 770.0 7.5 1733
41 0.6204 791.000 789.0 7.8 1775
42 0.6401 820.000 818.0 8.0 1841
43 0.6607 843.000 841.0 8.3 1892
44 0.6808 863.000 861.0 8.5 1937
45 0.7009 891.000 889.0 8.8 2000
46 0.7212 888.000 886.0 9.0 1994
47 0.7390 905.000 903.0 9.2 2032
48 0.7601 915.000 913.0 9.5 2054
49 0.7797 937.000 935.0 9.7 2104
50 0.8008 930.000 928.0 10.0 2088
51 0.8205 925.000 923.0 10.3 2077
52 0.8403 951.000 949.0 10.5 2135
53 0.8608 951.000 949.0 10.8 2135
54 0.8815 951.000 949.0 11.0 2135
55 0.9008 964.000 962.0 11.3 2165
56 0.9215 985.000 983.0 11.5 2212
57 0.9410 996.000 994.0 11.8 2237
58 0.9613 995.000 993.0 12.0 2234
59 0.9810 1009.000 1007.0 12.3 2266
60 1.0017 1029.000 1027.0 12.5 2311
Knight Piesold Geotechnical Lab.