2016-12-19_REVISION - M1980244 (2)

Home Browse Search

Knight Piesold Geotechnical Lab. Test Readings for Specimen No. 2 No. Horizontal Def. Dial in. Load Dial Load lbs. Strain % Shear Stress psf 15 0.1675 1283.000 1274.0 2.1 2928 16 0.1832 1366.000 1357.0 2.3 3125 17 0.1964 1441.000 1432.0 2.5 3303 18 0.2143 1526.000 1517.0 2.7 3507 19 0.2290 1613.000 1604.0 2.9 3715 20 0.2475 1698.000 1689.0 3.1 3922 21 0.2629 1765.000 1756.0 3.3 4085 22 0.2783 1839.000 1830.0 3.5 4266 23 0.2915 1891.000 1882.0 3.6 4395 24 0.3070 1959.000 1950.0 3.8 4563 25 0.3273 2025.000 2016.0 4.1 4729 26 0.3411 2074.000 2065.0 4.3 4853 27 0.3565 2123.000 2114.0 4.5 4978 28 0.3654 2157.000 2148.0 4.6 5064 29 0.3899 2239.000 2230.0 4.9 5275 30 0.4061 2282.000 2273.0 5.1 5388 31 0.4239 2347.000 2338.0 5.3 5555 32 0.4443 2426.000 2417.0 5.6 5758 33 0.4647 2499.000 2490.0 5.8 5948 34 0.4848 2562.000 2553.0 6.1 6115 35 0.5048 2619.000 2610.0 6.3 6268 36 0.5256 2686.000 2677.0 6.6 6447 37 0.5459 2760.000 2751.0 6.8 6643 38 0.5593 2783.000 2774.0 7.0 6711 39 0.5868 2880.000 2871.0 7.3 6971 40 0.6074 2950.000 2941.0 7.6 7161 41 0.6280 3008.000 2999.0 7.8 7323 42 0.6485 3085.000 3076.0 8.1 7532 43 0.6692 3174.000 3165.0 8.4 7771 44 0.6826 3214.000 3205.0 8.5 7884 45 0.7104 3276.000 3267.0 8.9 8067 46 0.7308 3282.000 3273.0 9.1 8105 47 0.7513 3333.000 3324.0 9.4 8254 48 0.7722 3383.000 3374.0 9.7 8403 49 0.7928 3418.000 3409.0 9.9 8514 50 0.8141 3450.000 3441.0 10.2 8619 51 0.8351 3499.000 3490.0 10.4 8768 52 0.8557 3536.000 3527.0 10.7 8886 53 0.8769 3574.000 3565.0 11.0 9009 54 0.8974 3624.000 3615.0 11.2 9161 55 0.9181 3660.000 3651.0 11.5 9280 56 0.9390 3703.000 3694.0 11.7 9417 57 0.9594 3732.000 3723.0 12.0 9518 58 0.9813 3750.000 3741.0 12.3 9594 59 1.0018 3753.000 3744.0 12.5 9630 60 1.0245 3811.000 3802.0 12.8 9811 61 1.0436 3848.000 3839.0 13.0 9934