Table T6. Example data from shear phase of triaxial experiment TX729. (See table notes.)
Time (s) |
εa (%) |
q/σvc′ | p′/σvc′ | Δue/σvc′ | Δus/σvc′ | Δq/qmax | E/σvc′ | A | ϕ (o) |
Area (cm2) |
---|---|---|---|---|---|---|---|---|---|---|
0 | 0.000 | 0.200 | 0.796 | 0.000 | 0.000 | 0.000 | 0.000 | 0.000 | 14.564 | 9.938 |
26 | 0.001 | 0.201 | 0.796 | 0.001 | 0.000 | 0.014 | 392.329 | 0.506 | 14.641 | 9.938 |
28 | 0.001 | 0.201 | 0.796 | 0.001 | 0.000 | 0.018 | 328.457 | 0.524 | 14.661 | 9.938 |
30 | 0.001 | 0.202 | 0.796 | 0.001 | 0.001 | 0.021 | 346.194 | 0.523 | 14.678 | 9.938 |
32 | 0.001 | 0.202 | 0.796 | 0.002 | 0.001 | 0.024 | 361.002 | 0.522 | 14.694 | 9.938 |
34 | 0.001 | 0.202 | 0.796 | 0.002 | 0.001 | 0.026 | 398.847 | 0.522 | 14.708 | 9.938 |
36 | 0.001 | 0.202 | 0.796 | 0.002 | 0.001 | 0.029 | 305.878 | 0.536 | 14.726 | 9.938 |
38 | 0.002 | 0.203 | 0.796 | 0.002 | 0.001 | 0.034 | 293.969 | 0.534 | 14.748 | 9.938 |
40 | 0.002 | 0.203 | 0.796 | 0.003 | 0.001 | 0.037 | 292.411 | 0.536 | 14.767 | 9.938 |
42 | 0.002 | 0.203 | 0.796 | 0.003 | 0.001 | 0.040 | 288.996 | 0.538 | 14.784 | 9.938 |
44 | 0.003 | 0.203 | 0.796 | 0.003 | 0.001 | 0.042 | 227.688 | 0.544 | 14.798 | 9.938 |
46 | 0.002 | 0.203 | 0.796 | 0.003 | 0.001 | 0.046 | 272.000 | 0.545 | 14.817 | 9.938 |
48 | 0.002 | 0.204 | 0.796 | 0.004 | 0.002 | 0.049 | 342.499 | 0.551 | 14.837 | 9.938 |
50 | 0.003 | 0.204 | 0.796 | 0.004 | 0.002 | 0.053 | 302.502 | 0.552 | 14.856 | 9.938 |
52 | 0.003 | 0.204 | 0.796 | 0.004 | 0.002 | 0.056 | 289.963 | 0.555 | 14.873 | 9.938 |
54 | 0.003 | 0.204 | 0.795 | 0.005 | 0.002 | 0.058 | 295.203 | 0.558 | 14.889 | 9.938 |
56 | 0.003 | 0.205 | 0.795 | 0.005 | 0.002 | 0.062 | 285.947 | 0.556 | 14.907 | 9.938 |
58 | 0.005 | 0.205 | 0.795 | 0.005 | 0.002 | 0.065 | 209.370 | 0.563 | 14.928 | 9.938 |
60 | 0.004 | 0.205 | 0.795 | 0.005 | 0.002 | 0.069 | 260.126 | 0.563 | 14.947 | 9.938 |
62 | 0.004 | 0.205 | 0.795 | 0.006 | 0.002 | 0.072 | 260.886 | 0.565 | 14.966 | 9.938 |
64 | 0.004 | 0.206 | 0.795 | 0.006 | 0.003 | 0.074 | 275.935 | 0.569 | 14.981 | 9.938 |
66 | 0.004 | 0.206 | 0.795 | 0.006 | 0.003 | 0.078 | 254.306 | 0.570 | 15.000 | 9.938 |
Notes: Vertical consolidation stress = 610 kPa. Complete data available in the SHEAR folder in “Supplementary material.” See Table T4 for heading definitions.
Previous | Close | Top of page