Details of samples used in this study, including sample reference, material type, sample name, test conditions, dimensions, and some basic geotechnical properties. Values in parentheses represent theoretic grain densities based on the % mineral fractions. # represents data calculated from an assumed grain density of 2.69 mg.m−3. ## represent values derived from a subfraction of the test sample. * indicates values obtained from duplicate samples where data from the original test was unavailable. Tests BC4 and ES1 were consolidated within the test apparatus from their initial in situ values to the target stress/pore water pressure used in this study
| Sample reference | Material | Core barrel | Sample name | Confining stress (MPa) | Backpressure (MPa) | Pre-test/post-test | Length (mm) | Diameter (mm) | Bulk density (kg/m3) | Dry density (kg/m3) | Grain density (kg/m3) | Porosity |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| FPR-19-006 | Boom Clay | CGR7475D core 6.4 m | BC1 | — | — | Pretest | 20.14 | 50.28 | 2028 | 1606 | 2690# | 0.403 |
| — | — | — | — | — | Posttest | — | — | — | — | — | — | |
| FPR-21-011 | Boom Clay | CGR76/77D core 1.3 m | BC2 | 8.0 | 3.9 | Pretest | 35.65 | 49.92 | 2054 | — | 2690# | — |
| — | — | — | — | — | Posttest | 34.98 | 49.97 | 2048 | 1676## | — | 0.377## | |
| FPR-21-028 | Boom Clay | CGR76/77D core 1.3 m | BC3 | 8.0 | 3.9 | Pretest | 20.95 | 49.90 | 2058 | — | 2720 | — |
| — | — | — | — | — | Posttest | 21.02 | 50.30 | 2024 | 1615## | — | 0.406## | |
| FPR-21-040 | Synthetic material | — | SM1 | 8.0 | 3.9 | Pretest | 38.51 | 49.92 | 1832 | — | [2710] | — |
| — | — | — | — | — | Posttest | 38.59 | 48.74 | 1884 | 1710* | — | 0.370* | |
| FPR-21-055 | Boom Clay | CGR76/77D core 5.7 m | BC4 | 4.4, 8.0 | 2.2, 3.9 | Pretest | 29.97 | 49.79 | 2022 | — | 2710 | — |
| — | — | — | — | — | Posttest | 30.30 | 49.49 | 2024 | 1620 | — | 0.402 | |
| FPR-22-013 | Boom Clay | CGR74/75 core 9.4 m | BC5 | 8.0 | 3.9 | Pretest | 36.95 | 49.60 | 2020 | — | 2690# | — |
| — | — | — | — | — | Posttest | 37.27 | 50.17 | 1981 | 1600## | — | 0.405## | |
| FPR-22-038 | Eigenbilzen Sands | ONMOL2A189 295.52 to 296.47 m | ES1 | 3.1, 8.0 | 1.5, 3.9 | Pretest | 34.51 | 49.12 | 2018 | — | 2700 | — |
| — | — | — | — | — | Posttest | 34.02 | 47.69 | 2085 | 1695## | — | 0.372## | |
| FPR-23-008 | Synthetic material | — | SM2 | 8.0 | 3.9 | Pretest | 34.25 | 49.75 | 1872 | — | [2759] | — |
| — | — | — | — | — | Posttest | 34.59 | 49.33 | 1876 | 1655* | — | 0.400* | |
| FPR-23-010 | Synthetic material | — | SM3 | 8.0 | 3.9 | Pretest | 31.32 | 49.16 | 1966 | — | 2690 [2707] | — |
| — | — | — | — | — | Posttest | — | — | — | 1814* | — | 0.326* | |
| FPR-23-037 | Synthetic material | — | SM4 | 8.0 | 3.9 | Pretest | 29.97 | 49.73 | 1698 | — | [2727] | — |
| — | — | — | — | — | Posttest | — | — | — | 1647* | — | 0.396* | |
| FPR-23-114 | Synthetic material | — | SM5 | 8.0 | 3.9 | Pretest | 27.11 | 49.91 | 2102 | — | 2670 [2707] | — |
| — | — | — | — | — | Posttest | 27.46 | 49.85 | 2090 | 1825* | — | 0.316* | |
| FPR-23-115 | Synthetic material | — | SM6 | 8.0 | 3.9 | Pretest | 27.50 | 49.95 | 2024 | — | 2710 [2717] | — |
| — | — | — | — | — | Posttest | 28.49 | 50.61 | 2023 | 1716* | — | 0.367* |
| Sample reference | Material | Core barrel | Sample name | Confining stress (MPa) | Backpressure (MPa) | Pre-test/post-test | Length (mm) | Diameter (mm) | Bulk density (kg/m3) | Dry density (kg/m3) | Grain density (kg/m3) | Porosity |
|---|---|---|---|---|---|---|---|---|---|---|---|---|
| FPR-19-006 | Boom Clay | CGR7475D core 6.4 m | BC1 | — | — | Pretest | 20.14 | 50.28 | 2028 | 1606 | 2690# | 0.403 |
| — | — | — | — | — | Posttest | — | — | — | — | — | — | |
| FPR-21-011 | Boom Clay | CGR76/77D core 1.3 m | BC2 | 8.0 | 3.9 | Pretest | 35.65 | 49.92 | 2054 | — | 2690# | — |
| — | — | — | — | — | Posttest | 34.98 | 49.97 | 2048 | 1676## | — | 0.377## | |
| FPR-21-028 | Boom Clay | CGR76/77D core 1.3 m | BC3 | 8.0 | 3.9 | Pretest | 20.95 | 49.90 | 2058 | — | 2720 | — |
| — | — | — | — | — | Posttest | 21.02 | 50.30 | 2024 | 1615## | — | 0.406## | |
| FPR-21-040 | Synthetic material | — | SM1 | 8.0 | 3.9 | Pretest | 38.51 | 49.92 | 1832 | — | [2710] | — |
| — | — | — | — | — | Posttest | 38.59 | 48.74 | 1884 | 1710* | — | 0.370* | |
| FPR-21-055 | Boom Clay | CGR76/77D core 5.7 m | BC4 | 4.4, 8.0 | 2.2, 3.9 | Pretest | 29.97 | 49.79 | 2022 | — | 2710 | — |
| — | — | — | — | — | Posttest | 30.30 | 49.49 | 2024 | 1620 | — | 0.402 | |
| FPR-22-013 | Boom Clay | CGR74/75 core 9.4 m | BC5 | 8.0 | 3.9 | Pretest | 36.95 | 49.60 | 2020 | — | 2690# | — |
| — | — | — | — | — | Posttest | 37.27 | 50.17 | 1981 | 1600## | — | 0.405## | |
| FPR-22-038 | Eigenbilzen Sands | ONMOL2A189 295.52 to 296.47 m | ES1 | 3.1, 8.0 | 1.5, 3.9 | Pretest | 34.51 | 49.12 | 2018 | — | 2700 | — |
| — | — | — | — | — | Posttest | 34.02 | 47.69 | 2085 | 1695## | — | 0.372## | |
| FPR-23-008 | Synthetic material | — | SM2 | 8.0 | 3.9 | Pretest | 34.25 | 49.75 | 1872 | — | [2759] | — |
| — | — | — | — | — | Posttest | 34.59 | 49.33 | 1876 | 1655* | — | 0.400* | |
| FPR-23-010 | Synthetic material | — | SM3 | 8.0 | 3.9 | Pretest | 31.32 | 49.16 | 1966 | — | 2690 [2707] | — |
| — | — | — | — | — | Posttest | — | — | — | 1814* | — | 0.326* | |
| FPR-23-037 | Synthetic material | — | SM4 | 8.0 | 3.9 | Pretest | 29.97 | 49.73 | 1698 | — | [2727] | — |
| — | — | — | — | — | Posttest | — | — | — | 1647* | — | 0.396* | |
| FPR-23-114 | Synthetic material | — | SM5 | 8.0 | 3.9 | Pretest | 27.11 | 49.91 | 2102 | — | 2670 [2707] | — |
| — | — | — | — | — | Posttest | 27.46 | 49.85 | 2090 | 1825* | — | 0.316* | |
| FPR-23-115 | Synthetic material | — | SM6 | 8.0 | 3.9 | Pretest | 27.50 | 49.95 | 2024 | — | 2710 [2717] | — |
| — | — | — | — | — | Posttest | 28.49 | 50.61 | 2023 | 1716* | — | 0.367* |
Sharing content requires targeting cookies to be enabled. Please update your cookie preferences to use this feature.