RMT0NKHY–DOSIST II an investigation DOSIST II : an investigation of the in-place strength behavior of marine sediments dosistiiinvestig00leeh Year: 1976 (ct1 + ct3)/2 (psi) Figure 5. Triaxial test stress path diagram for silt from Site IV - cores D0S4B and 4D. (ffj + o3)/2 (kPa) 80 100 120 140 Paths are labeled as to the samples' subbottom depth 40.5 deg (0.707 rad). c = 0.5 psi (3.4 kPa) 60 3. 15 20 (oj + o3)/2 (psi) Figure 6. Triaxial test stress path diagram for sands from Site IV - cores D0S4B and 4D. 10
RMT0NKA7–DOSIST II an investigation DOSIST II : an investigation of the in-place strength behavior of marine sediments dosistiiinvestig00leeh Year: 1976 4 6 (oj + o3)/2 (psi) Figure 3. Triaxial test stress path diagram for Site I - core D0S1D. (ax + a3)/2 (kPa) 80 100 120 140 160 180 200 Paths are labeled as to the samples' subbottom depths 0 = 32 deg (0.56 rad) 0 psi (0 kPa) 10 15 20 (oj + a3)/2 (psi) - 120 - 100 a. 80 5 60 ' , 40 20 Figure 4. Triaxial test stress path diagram for Site III - core D0S3C.
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