Free Access
Tableau 4
Conditions de site, contraintes de préconsolidation et chargements.
Site conditions, preconsolidation stresses and loading.
| No de la figure | Éprouvette K0 HP | z (m) | σ’v0 (kPa) | e0 (−) | σ’ap (kPa) | σ’ap/σ’v0 (−) | σ’amax (kPa) | σ’amax/σ’ap (−) |
|---|---|---|---|---|---|---|---|---|
| 1 | TOP16 | 59 | 550 | 0,757 | 2000 | 4 | 4630 | 2 |
| 2–3 | THI12 | 26 | 240 | 0,760 | 2000 | > 5 | 4115 | 2 |
| – | PLQ13 | 38 | 350 | 0,729 | 1200 | 3 | 2310 | 2 |
| – | BMB107 | 17 | 160 | 0,376 | 1000 | > 5 | 5100 | 5 |
| 4 | BMB45 | 36 | 330 | 0,327 | 1000 | 3 | 4840 | 5 |
| 5 | BMB87 | 34 | 310 | 0,397 | 1000 | 3 | 4840 | 5 |
| 6–8 | CAI07 | 21 | 200 | 0,980 | 1000 | 5 | 3540 | 3 |
| 9 | TVE14 | 4 | 50 | 0,589 | > 2000 | > 5 | 1910 | 1 |
| 10 | TAR41 | 140 | > 1000 | 0,443 | > 2000 | > 5 | 4400 | < 1 |
| 11 | PEU41 | 35 | 320 | 0,179 | > 5000 | > 5 | 7245 | < 1 |
| 12 | GSI287 | 172 | > 1000 | 0,086 | > 5000 | > 5 | 1970 | < 1 |
| 12 | GSI472 | 180 | > 1000 | 0,085 | > 5000 | > 5 | 7380 | < 1 |
| 13 | TSI74 | 165 | > 1000 | 0,189 | > 5000 | > 5 | 400 | < 1 |
| 13 | TSI27 | 165 | > 1000 | 0,151 | > 5000 | > 5 | 890 | < 1 |
| 13 | TMS07 | 165 | > 1000 | 0,106 | > 5000 | > 5 | 3000 | < 1 |
| 13 | TMS10 | 165 | > 1000 | 0,118 | > 5000 | > 5 | 8550 | < 1 |
| 13 | TMS09 | 165 | > 1000 | 0,152 | > 5000 | > 5 | 12630 | < 1 |
| 14 | TAR51 | 140 | > 1000 | 0,288 | > 2000 | > 5 | 7290 | < 1 |
| 14 | TAR41 | 140 | > 1000 | 0,443 | > 2000 | > 5 | 3675 | < 1 |
| 14 | TAR08 | 140 | > 1000 | 0,252 | > 2000 | > 5 | 2315 | < 1 |
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